SW8051143_APPROVED PLANS_20130308 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 U5\1y
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 � 3 0,6 o S
YYYYMMDD

DESCRIPTION EXISTING
PROPERTY BOUNDARY
► re, welai117
EASEMENT
STREAM
MINOR CONTOURS
---------- 8---------
MAJOR CONTOURS
- - - - -10 - - - - -
GAS LINE
--G------- G---
WATER LINE
--- W------- W---
SANITARY SEWER LINE
--SS ------ SS --
SANITARY SEWER MANHOLE
OS
STORM DRAINAGE PIPE
■aa®®••®Irate•
STORM DRAINAGE STRUCTURE
r—�
0
L—J
SILT FENCE
TREE PROTECTION FENCE
FIRE HYDRANT ASSEMBLY
A
TREE TO BE REMOVED
N W
EXISTING WETLANDS BNDY
J'S2'34"
PROPOSED
8
10
—G G-
-W W-
-SS SS-
0
—TPF TPF—
Site Development For
SPEC-LELAND
NOVEMBER 30,2005
LELAND, NORTH CAROLINA
DALE E C MX ElEANOR
02 555/PG 5
ZaNR14T C-2
LAID USE RESIOENTAL
20• REAR YARD
S ACK
--���- WEILAID AREA 'A'
1.355 SO.R. 0.031
ACRES t
\5
\
.01 WAl5d1 /
D.Z tO
•`
'74
C 2
ZUSE CDE /
D AREA
LAND USE: RESNpIitAL //
�
3.230 SOFT. O.OZ4
3.230
ACRES t
'.
1NONASFRANK
D8 847/ PG 511
• .�.
ZON C-2
1-AND USE: VACANT
/ ONE-STORY
CHILD DAYCARE l
//gc5 FACIJTr
/ (liar x HD)
b F9
,
LLUbjF - ---�-I ---------- - \
25iR011T YARD SETBACK
-------------------------- J
�� \ �L 2U UWTY ESYT. A
\ fRWW�6WWWW 2..
_ - ___ - - 1
-_-SZT4Y00'W 13d72' -- �-S/59.76 Sm42�10�W — — — — — — — — ~ —
U.S. HWYS. 17 / 74 / 76
(PUBLIC R/W VADTH VARIES)
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101 Wilmington, North Carolina 28403
www.withersravenel.com
Tel: [phone] Fax: [phone]
WETAND AREA 'C'
162 SOFT. 0.004
ACRES t
NC
1 "=60
INDEX OF SHEETS
SHT
0.0
COVER SHEET
SHT
1.0
EXISTING CONDITIONS AND
DEMOLITION PLAN
SHT
2.0
GENERAL NOTES
SHT
3.0
LAYOUT PLAN
SHT
4.0
UTILITY PLAN
SHT
5.0
GRADING & EROSION CONTROL PLAN
SHT
6.0
DRAINAGE PLAN
SHT
7.0
LANDSCAPE PLAN AND
SPECIFICATION TABLES
SHT
8.0
TYPICAL DETAILS
SHT
9.0
LANDSCAPE, E&S & STORM
DRAINAGE DETAILS
SHT
10.0
UTILITY DETAILS
ON G
DEVELOPMENT DATA -
LAND USE: CHILD DAYCARE
MAX. 300 CHILDREN
MAX. 23 EMPLOYEES
TOTAL BUILDING AREA: 12,100 S.F.
PARKING - ® 1 SP./250 S.F.
SPACES-
REQ'D:
48 PROV'D: 60
LOADING SPACE-
REQ'D:
1 PROV'D: 1
HANDICAPED SPACES-
RED'D:
1 PROV'D: 2
** 63 SPACES PROV'D**
IMPERVIOUS SURFACES -
ROOFTOP -
12,100
S.F.
PAVEMENT -
22,772
S.F.
WALKS -
5,306
S.F.
PLAY YARD AMENITIES- Z480
S.F.
TOTAL -
42,658
S.F. (24.85%)
GENERAL NOTES.-
1. BRUNSWICK CO. PARCEL NO.'S:
038BCO25, 038BCO26, 038BCO27, 0388CO28, o
038BCO29
2. TOTAL TRACT AREA: 3.94 AC_*
3. ZONING: C-2
4. LAND CLASSIFICATION: VACANT
5. FEMA FLOOD INFORMATION TAKEN FROM COMMUNITY
PANEL 1370471 0005E. MAP REVISED: 1011511993
ALL ADESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE
WITH THE TOWN OF LELAND LAND DEVELOPMENT CODE
OWNER
RON SAUCIER
169 VISION DRIVE
WILMINGTON, NC 28405
TEL: [phone]
STOR IWATER
PRESS
PROJECT NAME: SPEC-LELAND
PROJECT ADDRESS: 111 & 113 THOMAS GARST LANE
W&R PROJECT #: 205041
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EX. SAN. EX SAN.
MANH/1��� /C [/ SEWER SEWER
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\ \ \�\ ,qY �/) \ �- INV 16.72 INV 16.31
SS
SS
y 30' ACCESS ESMT
3B`ak34 \ 18' EXISTING DRIVEWAY X 59
EX.
S77'47 60"W 138.72 Ritr�° ^� S77'47'00"W
rapt 59.76'
EXISTING 2" WATER LINE TO
BLOWOFF VALVE ® END OF
STREET
N/F
DALE E G ETUX ELEANOR
D.B 555/PG 545
ZONING: C-2
LAND USE: RESIDENTIAL
�— N13'30'00"E
12
20' REAR YARD N85'03'55"E
SETBACK x9 a4 / j�1.61'
26 27
X
N '33'30"E
'3.
28. .
0
WETLAND AREA "A"
1,355 SQ.FT. 0.031
ACRES t
N78'27'35"W S48'26`30"E
0.69' /ter 91.18'
TOTAL WETLAND AREA 4,747
/Age, 22 SQ.FT. 0.11 ACRES t
S88'19'277p /ry
30.36'
\ / �2 S81*18'22"E
N23'39'08"W / � �s�. ° • _3.38'_
34.62'
0
/ N80'4\7'03"W _ 20 8�' - 18 lQ
/„W S71 57�
37"W
N64'42' 9 1.
14 a,
.9 Y
EX SAN. 9s
�_""t���9�
MA�lIHEwwRt� x 5
RIM 21. 4 's'h
iNV 14. // 41q r z
/ � 's / �� I S42'07'40"E
N00'55'30W sil
30.42 I 10.80,
N/F
HARRIET WATSON N72`33'SYE W fz
D.B 1043/PG 979 17.79' ,
ZONING: C 2 _ _ — 1�'��aa �' E�i.Fz WETLAND AREA "B"
LAND USE: RESIDENTIAL / N07'44'4 'N/ 3 3,230 SQ.FT. 0.074
20.4Y 1 m
7—ACRES t
e� EXISTINGG� TREE TOxgs << 10 6
/ /, BE REMOVED, TYP a,e
2_5N
N3�-19'25"W A-
1t2.58'
SO4'05'4. "1- N/F
/ 59 102.80 THOMAS FRANKLIN
/ o DB 847/ PG 511
/ N�0'06'38"W ZONING: C-2
b
1 30.71 1 ! LAND USE: VACANT
9s
552'11'20'E ;�
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> E TO BE REMOVED \t 37.24' .
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84•za s E
x 1484'414' _A 13.4
xzq /y a ?a�sa EXISTING BUILDING
3
° 124'
TO BE REMOVED \
N84®s
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s 20.$1: td
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47 '
1 12.75'
EXISTING BUTA ING
/ TO BE REMOVC D 4 „W 2
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TO BE REMOVED
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/ �c r EX TING '2d EXISTING
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EXISTING BUILDING ze '- BE �2EMOVED BE REM0IVED'
p TO BE REMOVED — ;¢ Po
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WETLAND AREA "C"
162 SQ.FT. 0.004
ACRES t
S28'39'42"E
28, 71'
25° YARD $ETBAC K N 7 T / x 4 h NC HIGH Y
20' UTILITY ESMT— OAKS �� v<� / es, �• _
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-- -----AND------>— "----
ceunE 4' ehcehn� erca S / 42'40"W 55,529' v
13ENCHMARK EX. FENCE LINE 2
SET IN POWER FEMIA PLAN ELEV. 1 FLOOD
POLE RR SPIKE
ELEV 27.68
U.S. H WYS. 17 / 74 / 76
(PUBLIC R/W WIDTH VARIES)
MAP NOTE:
ALL EXISTING TOPOGRAPHY, BOUNDARY, AND UTILITIES, HAVE
BEEN TAKEN FROM A MAP PREPARED BY TALBOT SURVEYING.
EXISTING WETLANDS INFORMATION HAS BEEN TAKEN FROM A
MAKE PREPARED BY WITHERS & RAVENEL
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30 15 0 30 60
SCALE: 1"=30'
Job No.
205041
Drawn By:
JEW
Checked By:
MNH
Date:
11 /30/05
Scale:
1'=30'
Revisions:
Sheet:
100

COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH THE TOWN OF LELAND,
BRUNSINACK COUNTY AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING
EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
1. ALL EXISTING TOPOGRAPHY, BOUNDARY. AND UTILITIES. HAVE BEEN TAKEN FROM A MAP PREPARED
BY TALBOT SURVEYING. EXISTING WETLANDS INFORMATION WAS BEEN TAKEN FROM A MAKE
PREPARED BY WITHERS do RAVE NEL.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TE D410NE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE. ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'
BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
& CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE. AND CONCRETE CURB & GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOUTION NOTES
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSTE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES: ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OFF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
4. THE CONTRACTOR SHALL�NPROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTIUTIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
S. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL
& CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE
RESPECTIVE COMPANIES
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MANS BY DIGGING
TEST PITS BY HAND.
EROSION AND SEDIMENT CONTROL NOTES
EROSION CONTROL AND SEQUENCE
OF CONSTRUCTION NOTES:
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
2. PLANT GRASS OVER ALL GRADED AREAS WITHIN 21 DAYS OF CEASE OF ANY GRADING
ACTIVITY.
3• CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT UMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NEW HANOVER COUNTY.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF /4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED
INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACE) 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4. INSPECT THE INLET PROTECTION FABRIC AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.
REMOVE SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE FABRIC DURING
SEDIMENT REMOVAL WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF THEM PROPERLY. BRING
THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT IT.
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY. AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
STABIUZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER
UNSTABIUZED AREAS
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
Seeding Mixture
SPECIES RATE (LBZ&CRE)
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES RATE (LB ACRE)
GERMAN MILLET 40
FAI 1
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00) LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE RESEED, REFERTIUZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF 'CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES' BY THE NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE 'CONSTRUCTION LIMITS'
BROOM CLEAN AT ALL TIMES
8. CONTRACTOR SHALL MAINTAIN AN 'AS -BUILT' SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES THE
LOCATION OF ALL EXISTING UTIUTIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL'
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES
13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWING.
14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS
GENERAL UTILITY NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN
OF LELAND, BRUNSWICK COUNTY AND NCDOT REQUIREMENTS AS SPECIFIED
ON THE DRAWING AND IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON
THE DRAWINGS.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
INDICATED OTHERWISE ON PLANS
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
U���CONTAC�:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
UTIUTY NOTES:
1. PROJECT SHALL COMPLY WITH TOWN OF LELAND AND BRUNSWICK
COUNTY CROSS CONNECTION CONTROL REQUIREMENTS. WATER
METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE
MET.
2. IF CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION,
HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST
PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW
PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF
THE WATER METER BOX.
& WATER SERVICES CAN NOT BE ACTIVATED ON NEW WATER
MAINS UNTIL THE ENGINEER'S CERTIFICATION AND APPLICANTS'S
CERTIFICATION HAVE BEEN PROVIDED AND N.C.D.E.N.R. HAS
ISSUED 'FINAL APPROVAL'
4. ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER, CAN, AND
TELEPHONE SHALL BE INSTALLED UNDERGROUND.
5. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO
PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
6. ANY BROKEN OR MISSING SIDEWALK OR CURB & GUTTER
SECTIONS WILL BE REPAIRED OR REPLACED AS NECESSARY.
7. MECHANICAL EQUIPMENT do ALL TRASH RECEPTACLES SHALL
BE SCREENED BY AN OPAQUE FENCE OR KEPT INSIDE BUILDING.
& THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF EXISTING UTILITIES DURING
CONSTRUCTION. CALL UJACO AT 1-800-632-4949.
CALL BELLSOUTH O 1-910-392-8712.
9. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND
REPLACEMENTS OF ANY UTILITIES, CURB & GUTTER,
PAVEMENT, ETC. THAT MAY BE DAMAGED DURING
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED
TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND
10. NEW CONSTRUCTION SHALL BE GRADED FOR POSITIVE
FLOW TO EXISTING DRAINAGE PATTERNS
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Job No. 205041
Drawn By: JEW
Checked By: MNH
Date: 11 /30/05
Scale: N/A
Revisions:
Sheet:
10

NO
'8 F,�Spc e4;c
3V ACCESS EMT. -
B — — — — — — R S77 47'OO"W EP
Am* S77'47'00"W 138.72' W 59 76' BENCHMARK
SET IN POWER
POLE RR SPIKE
ELEV 27.68
N/F
HARRIET WATSON
D.B 1043/PG 979
ZONING: C-2
LAND USE: RESIDENTIAL
N/F
DALE E G ETUX ELEANOR
D.B 555/PG 545
ZONING: C-2
LAND USE: RESIDENTIAL
20' REAR YARD
SETBACK
/COVERED
/ SANDBOX
20 X 40
WETLAND AREA "A"
1,355 SQ.FT. 0.031
ACRES t
`' `.
<1, .
PLAY YARD
49,830 S.F TOTAL
PLAY YARD B
30,180 S.F
ONE—STORY
IZo
oa R- CHILD DAYCARE
cti FACILITY
PLAY YARD A
/ 9,320 S.F
/
R3'
14'
112'
lye
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25,
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7
8.
/ y
65'
PROPOS�O
20' UTILITY ESMT.
PROPOSED
ASPHALT
SURFACE.
12,100 S.F.
(110' X 110.)
F.F.E ±27'
7 9' 5?R
__r N
TYP.a8' 8• 8'
d }
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U.S. H WYS. 17 / 74 / 76
. • y ,
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ASKETBALL I
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20RXA40 1
i
0 on
I
1
139'
COVERED
HANDICAP
SANDBOX
PARKING
20 X 40
SIGN, TYP.
HANDICAP
RAMP
PLAY YARD C
HANDICAP
10,330 S.F
PARKING
SPACE, TYP
PROPOSED
5' CONC SIDEWALK
9'
9'
CURB STOP,
TYP.
25' FRONT YARD SETBACK
S77'42'40"W
555.29'
PROPOSED
ASPHALT
SURFACE.
(PUBLIC R/W WIDTH VARIES)
L•.
DEVELOPMENT DATA: W
LAND USE: CHILD DAYCARE / Z 0
MAX. 300 CHILDREN >_
MAX. 23 WORKERS W It
BUILDING AREA: 12,100 S.F. D0
PO LO
PARKING: (AT 1 SP./ 250 S. > j 000
PARKING REEQ'D - 48 PROUD - 60 0
LOADING SPACE REQ'D - 1 PROV O - 1 (D N LO
HANDICAPED SPACES REQ'D - 1 PROV'D - 2 - •5 0 tl o E
TOTAL: 63 SPACES PROV ID 1n c 0 10 �
IMPERVIOUS SURFACES: //////'''��� C
PAVEMENT - 22,7072 S.F - �' (. c W Q U o o'
WALKS - 5,306 S.F. d f Z 0 _C_-L
PLAY YARD AMENITIES - 2,480 S.F. .I v od Z o L
r (D
TOTAL - 42,658 S.F. (24.85%) Q . Z I` .L
//11 J T rn 3
Ni a �06 3
GENERAL NOTES: n/
LL fn O CN 3
1. BRUNSWICK CO. PARCEL NOS.: C) E o
038BCO25 W W � = 0)0388CO26
038BCO27 W
0388CO28 Z
038BCO29 O
2. TOTAL TRACT AREA: 3.94 AC.+ Z
3. ZONING DISTRICT: C-2 W
4. FEMA FLOOD INFORMATION TAKEN FROM
COMMUNITY PANEL # 370471 0005E
MAP REVISED: OCTOBER 15, 1993 Seal pl�
WETLAND AREA "B"
3,230 SQ.FT. 0.074
ACRES t
d
r®v N THOMASFRANKLIN
o'+ • DB 847/ PG 511
ZONING: C-2
/ LAND USE: VACANT
57 WETLAND AREA "C"
162 SQ.FT. 0.004
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Job No. 205041
Drawn By: JEW
Checked By: MNH
Date: 11 /30/05
Scale: 1'=30,
Revisions:
Sheet:
3.0

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OA
EXISTING 2" WATER LINE TO
BLOWOFF VALVE ® END OF
STREET
N/F
DALE E G ETUX ELEANOR
D.B 555/PG 545
ZONING: C-2
LAND USE: RESIDENTIAL
20' REAR YARD
SETBACK x.78
NOTES,
1. ALL SPOT GRADES ARE LOCATED ON THE FLOWLINE OF
THE CURB AND GUTTER.
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SET IN POWER LINE FEMA 100YR FLOOD
POLE RR SPIKE ELEV 27.68 PLAIN ELEV 10'
U.S. H WYS. 17 / 74 / 76 (PUBLIC R/W WIDTH VARIES)
30 15 0 30 60
SCALE: 1"=30'
Job No. 205041
Drawn By: JEW
Checked By: MNH
Date: 11 /30/05
Scale: i"=30'
Revisions:
Sheet:
590

S
n
S/ (/" F�� 1' EX. SA . E�
MANHOLE26RIMRII
/ ►Y/ INV 16.72 IN
\ - - - 30' ACCESS ESMT. -
FV 18' EXISTING DRIVEWAY
Rom, _
S77-47'00"W 138.72' Rilr S77.47'00"W E'P
�cw 59.76'
EXISTING 2" WATER LINE TO
BLOWOFF VALVE @ END OF
STREET
N/F NU I U)
DALE E G ETUX ELEANOR
D.B 555/PG 545 1. ALL SPOT GRADES ARE LOCATED ON THE FLOWLINE OF THE CURB AND
ZONING: C-2 GUTTER.
LAND USE: RESIDENTIAL
2. ALL WETLANDS ON THIS SITE WERE LOCATED FROM A MAP PREPARED BY
20' REAR YARD WITHERS & RAVENEL
_ SETBACK
WETLAND AREA "A" 3. GRASSED SWALE TO BE SODDED WITH CENTIPEDEGRASS OR EQUIVALENT
P 1,355 SQ.FT. 0.031 GRASS THAT WILL HAVE A PERMISSIBLE VELOCITY GREATER THAN
ACRES t 4.0 ft/s PER TABLE 8.05a OF THE NORTH CAROLINA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
USE SUPER SILT FENCE
ALONG WETLAND LIMIT FROM
NORTHERN PROEPRTY
CORNER TO TEMPORARY
DIMENT TRAP
$h I
10006
7L— 19
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SEWER �� \ \\. A A ��•
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11,60 S.F. '
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I; I i �i .il \ \ �' \• •� TEMPORARY SEDIMENT
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SET IN POWER N SOD DITCH WITH LINE FEMA 100YR FLOOD
POLE RR SPIKE CENTIPEDEGRASS PLAIN ELEV 10'
ELEV 27.68 STONE CHECK DAM.
U.S. H WYS. 17 / 74 / 76 (PUBLIC R/W WIDTH VARIES) SEE DETAIL SHEET 9.0, TYP.
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Job No. 205041
Drawn By: JEW
Checked By: MNH
Date: 11 /30/05
Scale: 1'=30'
Revisions:
Sheet:
6.0

R
NEVER CUT A LEADER
PRUNE PROPORTIONALLY TO
COMPENSATE FOR REDUCTION
OF ROOTS AND TO PROMOTE
NATURAL CHARACTER OF
GROWTH; HOWEVER, PLANT
SHALL BE THE SIZE SPECI-
FIED AFTER PRUNING HAS
BEEN ACCOMPLISHED.
(3) LOOPS RUBBER GARDEN
HOSE TWICE THE DIAMETER OF
THE TREE TRUNK
TWISTED GALVANIZED WIRE,
NO. 9 GAUGE
(3) 2-X4- STAKES AS APPROVED
BY THE LANDSCAPE ARCHITECT
WRAP TREE TRUNK WITH
BURLAP. HEAVY CREPE PAPER
OR OTHER MATERIAL IN 60-100
WIDE STRIPS
TREE SHALL BEAR SAME REAL-
TIONSHIP TO FINISHED GRADE
AS TO PREVIOUS DOSING
GRADE
CUT ROOTS AS NECESSARY
IN CONTAINERIZED PLANTS
THAT ARE POT BOUND
SUBSOIL BROKEN W/PICK
THAN WIDTH
OF BALL
TYPICAL DECIDUOUS TREE PLANTING DETAIL
N.T.S.
PRUNE PROPORTIONALLY TO
COMPENSATE FOR REDUCTION
OF ROOTS AND TO PROMOTE
NATURAL CHARACTER OF
GROWTH; HOWEVER. PLANT
SHALL BE THE SIZE SPECIFIED
AFTER PRUNING HAS BEEN
ACCOMPLISHED.
4' MULCH
SAUCER WIDTH
FINISHED GRADE —
PLANTING SOIL TO BE
WORKED -UP SOIL DUG
FROM THE PLANTING HOLE
CUT ROOTS AS NECESSARY
VARIES
IN CONTAINERIZED PLANTS
THAT ARE POT BOUND
2 GREATER
THAN WIDTH
SHRUBS SHALL BEAR THE SAME
OF CONTAINER
RELATIONSHIP TO FINISHED GRADE
AS TO PREVIOUS EbSTING GRADE
TYPICAL SHRUB
PLANTING DETAIL
N.T.S.
1.5'(MIN)
SOL MIN.
6' !mSION TO DIRECT RUNOFF FROM R/W
SECnON VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
WALE
1 C
N.T.S.
TOP OF BANK
[1
SWALE 11 COMPUTATIONS
TYPE
AVERAGE
SLOPE
VELOCITY
(10— YR)
FLOW
(10—YR)
DEPTH
SWALE
LINER
V—DITCH
2.9%
2.65 F.P.S.
4.93 C.F.S.
0.35 FT.
GRASS
INCORRECT
BARRIER SHOULD BE INSTALLED AT THE DRIP
LINE OF TREE BRANCHES
NOTES:
CORRECT
IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES
REPAIR ANY DAMAGE TO THE CROWN. TRUCK OR ROOT SYSTEM IMMEDIATELY.
- FENCE SHALL BE PLACED 1.5 TIMES THE DIAMETER OF THE PLANT
- REPAIR ROOTS BY REMOVING THE DAMAGED AREAS WITH A CLEAN CUT.
- REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS.
- CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN
BRANCH.
EXAMPLE OF TREE PROTECTION FENCING
N.T.S.
i VARIES (6- MAX.)
LINE WARES MIN.
f12-1/2 GUAGE
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHAD HAVE A MINIMUM OF
LINE WARES W/12 STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
360 IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WARE
3. STEEL POST SHALL BE 5' 0n IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
4.
STEEL OR WOOD POST
GROUND LINE
SILT FENCE
N.T.S.
FILTER FABRIC
FILL SLOPE
FILTER FABRIC
TEMPORARY GRAVEL do RIP RAP FILTER BASIN
DENUDED
DRAINAGE
RUNOFF
SYSTEM
10—YEAR
WEIR
AREA
AREA
VOLUME
VOLUME
DAM
AREA
AREA
COEFFICIENT
INTENSITY
PEAK FLOW
LENGTH
REQUIRED
PROVIDED
REQUIRED
PROVIDED
NUMBER
(AC)
(AC)
(IN/HR)
(CFS)
(FT)
(SF)
(SF)
(CF)
(CF)
ST #1
1.24
1.24
0.30
6.43
2.39
6
1,042
3,126
2,232
2,768
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Job No. 205041
Drawn By: JEW
Checked By: MNH
Date: 11 /30/05
Scale: N/A
Revisions:
Sheet:
900

G NOTES:
N
1. CONSTRUCT THE WALKING SURFACE WITH SLIP IESISTANfANCE AM A 70% CONTRASTING COLOR TO THE SIDEWALK.
fnpTg� AND 2. CROSSWALK WIDTHS ACONFIGURATION VARY BUT MUST d)IFOE TO TRAFFIC DESIGN STANDARDS.
p22 S. NORTH CAROLINA GENERAL STATUTE 188-44.14 REQUIRES THAT ALL STREET DUMB BEING CONSTRUCTED OR r=MRTIRtMW FOR MAINTENANCE
S�j HW PROCEDIUES TRAFFIC OPERATIONS, REiPAIRB CORRECTION OF UTILITIES OR ALTER® FOR ANY WAGON AFTER SEPTEBER 1 1978 SHALL
�j PROVIDE WHI:ELCIMIR MIPB WR TIE RIYBICJALLY DISABLED AT ALL INTERSECTIONS GRIME BOTH CURB AND GUTTER AND $1601i LIS ARE
=wy mil PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
cH "Z IN ADDITION SECTION 223 OF TINE SB78 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CORE RAMP$ ON ANY WAS CONSTRUCTION
j> AFTER JULY 1,1G78 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLACED FOR A FUTURE DATE.
1
THE ECTIOJWS WITHULI N DISABILITIES IRS ACT (ADA) OF SOBS EXTENDS TO II OF RACE,
A E, WITH NATIONAL
TIONALIORIG. CM MLIN/IVE CIVIL HE PACTCIVIL
RI B OFI1 4. THESE CUB RANPIIDHAA0VE ERSONS ON THE BEEN DESIGNED TO BASIS
OMPLY WITH TEE'CURRENT ADA STANDARDS.
RELIGION ORDER THE CIVIL
4. PROVIDE WHEELCHAIR RAMPS SHOW AT LOCATIONS AS SHOON THE PLANS OR AS DIRECTED BY THE ENGINEER.LOCATE WHEELCHAIR RgPB
AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES FIRE HYDRANTS OIIOP INLETS. ETC. AFFECT PLACEMENT. WERE
TWO RAMPS ARE INSTALLED PLACE NOT LESS SHOW 2 FEET OF �UIL HEIGHT CRIH BETEEN TINE RAMPS. PLACE DUAL RAMPS
AS HEM PERPENDICULAR TO THE TRAVEL LANE RAINS CROSSED AS P0881BLE.
5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAIDS AS CONCRETE WEELCHAIR RAMPS. (80. YOB.)
Fri S. PAY FOR ALL DEPRESSED CURBS AT WEELCHAIR RAMPS AS THE TYPE GWIS AID WTTER USED ADJACENT TO DEPRESSED MIS. MR. FT.)
I- 7. SUCH PRICES AND PAYMENTS ICI COSIDERED RILL COMPENSATION FOR ALL MATERIALS, LABORS, EQUIPliR, TOOLS AND INCIDENTALS
►'/ NECESSARY TO SATISFACTORILY COMPLETE THE WORK.
re
S. DO NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE $MET.
A O. CONSTRUCT WHEELCHAIR RAIDS 40' (9'-4") OR GREATER FOR DUAL RAMPS.
Ip 10. USE CLASS "B" CONCRETE WITH A SIOEWALK FINI8H IN ORDER TO OBTAIN A RWGI NON-GQD TYPE SURFACE.
M r
Gp 11. PLACE A 14" EXPANSION JOINT WERE THE CONCRETE SIEELCIRAIR RASP JOINS THE CUB AND AS RIDERS ON 870. ONO. 848.01.
9 12. PLACE THE INSIDE PEDESTRIAN aMWLALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII,
WITH ALLOWANCE OF A 4' CLEAR ICE IN THE VEHICULAR TRAVELMAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE t7)
• 18. � THE CUM CUT LNDCROBaMiX L�FB90 Tj OFFFALL
K LINES. DIAGONAL WILU SIDES 2244 WHEELCHAIR
CHUB FLS WITHIN
C THE CROSSWALK NAMM ON EACH SIDE OF THE FLARES.
9 14. COIS'tINM'r THE PEDESTRIAN CIDSEMAA ALK A MINIMUM OF 6 FEET. A CrANN LK WIDTH OF 10 FEET OR GREATER ICI DESIRABLE.
15. USE STOP LIIEB NCMNLLY PERPENDICULAR TO THE LANE LINES WEE IT IS IMPORTANT TO INDICATE THE POINT BEHIND DUCE
VBIICLES ARE BiGUIRED TO STOP IN COMPLIANCE WITH A TRAFFfC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH
GOgE MY REWIRE THE PLACEMENT OF THE STOP LIE TO BE PARALLEL 70 THE INTERSECTING ROADWAY.
16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CVMWPAK.
17. PLACE ALL PAVEMENT YARKDM IN ACODRMM WI7H THE LATEST EDITION OF THE MANUAL MP RUIFTUM TRAFFIC CONTROL DEVICES (SUTCD)
PUBLISH® BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROL.INA SIPPLEIENT TO THE NUrCO.
HANDICAP RAMP NOTES
N.T.S.
/2" FIBER EXPANSION
JOINT WITH SEALANT
4CONCRETE WALK
FILL OR
---DRAINAGE
UNDISTURBED SOIL
NOTE:
SEE SOILS REPORT
PROVIDE CONSTRUCTION JOINTS AT 25' O.C. MAX
IN EITHER DIRECTION WITH SQUARE FOOTAGE LESS
THAN 400 S.F. AND AT CURVES, TANGENTS, AND
CORNERS (UNLESS NOTED OTHERWISE).
CONSTRUCTION JOINT
N.T.S.
PAVEMENT DETAIL
N.T.S.
2" SURFACE COURSE, SF9.5A OR 1-2
-6' CRUSHED AGGREGATE BASE COURSE
c -
4'
1/2" DIA. STEEL RODS-'
(f4 REBAR)
2.0' MINIMUM LENGTH SECTION A - A
SUBGRADE
I- CURB d: GUTTER
COMPACTED BASE COURSE
ASPHALT RAMP
nnr "roc n. n ror
TURN -DOWN SIDEWALK
N. T. S.
1 /2' R � � 6" 1.
"5
:30R 1
o
° .. 6.
e a
LEVEL
24"
t
6' '{
I SIDEWALK I
SECTION A -A
WHEELCHAIR RAMP (DROP CURB)
WHEELCHAIR RAMP
N.T.S.
R
1/2" R
C4
KD
PO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND I
4': 1'-0" SLOPE OR AS SHOWN ON PLANS)
24" CURB AND GUTTER
(REVERSE SLOPE)
CURB AND GUTTER
2.0' MIN.
N. T. S.
NERAL N
JOINT
ROADWAY PAVING
24" CURB & GUTTER
TERMINATION DETAIL
6"
18
3" R /I
7o.
O A 9 "i
°. 7
o n
o
0
24" �I
CONSTRUCTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 FOOT SPACING MAY BE
USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER
TO PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES
OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A
MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED. ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB
SHALL BE FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND
ADJACENT TO ALL RIGID OBJECTS.
1.0'
1/2" DIA. STEEL RODS (/4 REBAR)
2.0' MINIMUM LENGTH
A
7.0'
2.5' 2.5' 3000 PSI
0.875' CONCRETE
5' CHAMFER
6'
BITUMINOU
SURFACE
ELEVATION VIEW A
NOW-S:
WHEEL STOP DETAIL ' CURBS C'OR TO FERMI RELOTO BE �CATIOON OF CURM VED OR GREASED THRu CONS
N.T.S. 2 STE PLAN
BACK CURB
U ESTOP LOCATIONS. TYPICALLY PLACED
1
i4"X4" POSTS-%
X
4'
A
F
8' CONCRETE
PAD
4' AT
30( PSI W/
/ �6X6
X
- 6/6 W.W.F.
AS SHOWN ON PLANS
AS SHOWN ON PLANS
PLAN
- 2"X6" CAP
HORIZONTAL
FOOTINGS �(TREATEDD) CX4' POSTS`WOOD SIOI G
ELEVATION
DUMPSTER PAD & ENCLOSURE DETAIL
SPHALT
AVEMENT
1
ROUNDED CONCRETE
CAP
PAINT (2) COATS YELLOW.
UNLESS NOTED OTHERWISE
8" OIA. STANDARD STEEL
PIPE (UNLESS NOTED OTHERWISE)
FILLED w/ CONCRETE
CEMENT WASH SLOPED 1'
ABOVE PAVING
JSd:[
COMPACTED EARTH
CONCRETE FOUNDATION
NOTES:
e e e
1. VERIFY LOCATION OF UNDERGROUND UTILITIES
BEFORE DRIWNG FOR CONCRETE FOUNDATION
2. WHERE 4' OR 6" PIPE BOLLARDS ARE SPECIFIED,
CONC. BASES SHALL BE V-6' DIA. BY 3'-0' DEEP
3. DIMENSION (D) OF ROUNDED CONCRETE CAP
2'-0" SHALL BE 1/4 PIPE DIAMETER
DNA 4. PAINT "BROWN' WHEN LOCATED IN PLANTER
5. PROVIDE REMOVABLE PIPE BOLLARDS AT
EQUIPMENT ACC PANELS AS REQUIRED.
N.T.S. ' EXTERIOR PIPE BOLLARD
N.T.S.
GROOVE JOINT (5' MAX. O.C.)
1/8" RADIUS I�
CONCRETE SIDEWALK DETAIL
1/8
1/8" RADIUS
3600 P.S.I. CONCRETE
SUBGRADE
GROOVE JOINT (5' MAX. O.C.)
�- 3600 P.S.I. CONCRETE
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS
CONCRETE SIDEWALK
( N.T.S.
A Z� V JOIN 1" DEEP WITH 11/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. E 1/2" EXPANSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 172 EXPANSION JOINT
WILL BE REQUIRED WHERE THE SIDEWALK ABUTSY CURB R4 GUTTER
AND ANY RIGID STRUCTURES.
IN SIDEWALKS do PLAZA AREAS EXPANSION JOINTS ARE REQUIRED
AT NO GREATER THAN 30'INTERVALS
CONCRETE SHALL BE 3600 PSI. IN 28 DAYS.
COMPACTED SUBGRADE
4.000 P.S.I. CONCRETE
N)" X 6' W2.0 X W2.0 W.W.F. REINFORCING
MIN. 2" DEPTH
8" C.A.B.C.
CONCRETE PAVEMENT DETAIL
N.T.S.
SUBGRADE
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Job No. 205041
Drawn By: JEW
Checked By: MINH
Date: 11 /30/05
Scale: N/A
Revisions:
Sheet:
8.0

VICINITY MAP
AK DRIVE
a
DRIVE
P �
RE Cl
Y
�
3
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VICINITY MAP
(NTS)
LEGEND
DESCRIPTION EXISTING PROPOSED
1' CONTOUR INTERVAL -
5' CONTOUR INTERVAL
PROPERTY LINE — - - — - - —
ROADWAY CENTERLINE — - — - — --
RIGHT OF WAY LIMITS — ... — ... .... .... —"'—"'--"—"'—
EASEMENT LINE _ ____._.__ _ _ _ --------------------- -----_-_.
CURB & GUTTER
SANITARY SEWER FACILITIES---�--�o--`---�
STORM SEWER FACILITIES -- - -
WATERLINE_. —._.—.—
FIRE HYDRANT ASSEMBLY�—N-
WATERWAYS — _ _,. __ ._. __ .. N/A
PROPOSED
X
PROPOSED LOT AND S.F. 5,000 s.f.
OPEN SPACE LABEL Q STREET SIGN
OPEN SPACE
404 WETLANDS
BUILDING SET BACKS ------------ --------------------
PRIVATE SANITARY SET BACKS -------------------------------- FLOW DIRECTION ��►
1 "=100,
SITE DEVELOPMENT PLAN
FOR
LELAND, NORTH CAROLINA
i
%
e
i
FEBRUARY 2013
s
j
CN[-SToar
CHILD DAYCARE
FACILITY
'
2 D) Si
f'
I;
Fs., *21
j
1/
1
I
I
%
I
n
s
H4ys ,'7 ; 74' / 76
,4.
\
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9
8
RON SAUCIER
169 VISION DRIVE
WILMINGTON, NC 28405
PREPARED BY:
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718
INDEX
SHT
SHT
SHT
SHT
SHT
SHT
C-0
C-1
C-2
C-3
C-4
C-5
COVER SHEET
GENERAL NOTES
EXISTING CONDITIONS PLAN
SITE, GRADING, DRAINAGE PLAN
STORMWATER WETLAND DETAILS
STORMWATER WETLAND DETAILS
SITE DATA TABLE
GENERAL NOTES:
1. BRUNSWICK CO. PARCEL NO.'S:
038BCO25, 0388CO26, 0386CO27, 038BCO28, 038BCO29
2. TOTAL TRACT AREA: 3.94 ACf
3. ZONING: C-2
4. LAND CLASSIFICATION: DAYCARE CENTER
5. FEMA FLOOD INFORMATION TAKEN FROM COMMUNITY PANEL #'370471 0005E.
MAP REVISED: 10/15/1993
DEVELOPMENT DATA:
LAND USE: CHILD DAYCARE
MAX. 300 CHILDREN
MAX. 23 EMPLOYEES
IMPERVIOUS SURFACES
ROOFTOP -
12,107
S.F.
PAVEMENT -
20,922
S.F.
WALKS -
3.368
S.F.
PLAY YARD AMENITIES - 5,839 S.F.
TOTAL -
42,236
S.F. (24.6%)
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE CITY OF WILMINGTON
LAND DEVELOPMENT CODE & TECHNICAL STANDARDS MANUAL.
2. PROJECT SHALL COMPLY WITH ALL CITY, STATE & FEDERAL REGULATIONS.
NOTE,
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH
THE TOWN OF LELAND LAND DEVELOPMENT CODE & THE STATE OF
PROJECT NAME: SPEC - LELA146
GSP CONSULTING PROJECT #: 2012-0018

COORDINATION NOTES
1. THE CONTRACTOR IS REOUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE
PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH TOWN OF LELAND, NEW HANOVER COUNTY, THE CAPE FEAR
PUBLIC UTILITY AUTHORITY (CFPUA) AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED
WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN
IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY
A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO
NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY
GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
1. EXISTING TOPOGRAPHY, BOUNDARY AND UTILITIES, HAVE BEEN PREPARED BY A FIELD SURVEY BY
ATLANTIC COAST SURVEY, PLLC., EXISTING INFORMATION AND BY PREVIOUSLY APPROVED PLANS
PREPARED BY WITHERS & RAVENEL, INC.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC, THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOLITION NOTES
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL.
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE
RESPECTIVE COMPANIES.
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING
TEST PITS BY HAND.
EROSION AND SEDIMENT CONTROL NOTES
GENERAL NOTES:
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
2, PLANT GRASS OVER ALL GRADED AREAS AS SHOWN IN THE TABLE ON THIS SHEET OF CEASE OF
ANY GRADING ACTIVITY.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY.
5, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY.
6. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED MINE OR
OTHER APPROVED SOURCE.
7. ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED MINE OR
OTHER APPROVED SOURCE.
Revision
li• -_
Designer
GSP
scale
Drawn By
Date
GSP
FEBRUARY 2013
License 8
lob No.
P-0718
2012-0018
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2
INCHES OF j4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO
THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP
AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED
WITH 8 FOOT STAKE SPACING.
4. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEOUATE FLOW FOR SUBSEOUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
6. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE
THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN
DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE
EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER
OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT
HOLD DOWN THE SKIMMER.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING
ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND
RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN
AND REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE
OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC
THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND
OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT.
MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS
SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
7. INSPECT EXCELSIOR MATTING AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT REPAIR IMMEDIATELY. GOOD CONTACT WITH THE GROUND MUST BE
MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE MATTING. ANY AREAS OF THE
MATTING THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE
REPAIRED AND STAPLED. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE
PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. MONITOR AND REPAIR THE
MATING AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
STABILIZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF ANY
PHASE OF ACTIVITY AND SLOPES WITHIN 21 CALENDAR DAYS.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
SPECIES
CENTIPEDE GRASS
Seeding Dates
MARCH - JUNE
RATE (LB ACRE)
10-20
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
WINTER AND EARLY SPRING
SPECIES RATE (LB/ACRE)
Rye (GRAIN) 120
*ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
'OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES
GERMAN MILLET
FALL
RYE (GRAIN)
Seeding dates
RATE (LB/ACRE)
40
RATE (LB/ACRE)
120
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SPEC - LELAN D
Leland Brunswick
North Carolina
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
8. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
GENERAL STORM SEWER NOTES
1, ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF
LELAND AND THE STATE OF NORTH CAROLINA REQUIREMENTS AS SPECIFIED ON
THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS,
PROJECT SPECIFICATIONS, AND MANUFACTURER SPECIFICATIONS.
3. ALL STORM SEWER PIPES TO BE HDPE ADS N-12 OR EQUIVALENT, UNLESS OTHERWISE
SPECIFIED.
4. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED
CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
PLANS.
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER
DIKES, SWALES,
7 DAYS
NONE
DITCHES AND
SLOPES
HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 16 OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1.
14 DAYS ARE ALLOWED.
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN
50 FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HOW
FLATTER THAN 4:1
ZONES)
GENERAL NOTES
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
2, EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
UTILITY CONTACTS:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-6324949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
PREPARED FOR:
Ron Saucier
169 Vision Drive
Wilmington, NC 28405
LILTING, PLL
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
SEAL
031315
Sheet No.
C-1

WETLANDS GRADING & PLANTING NOTES:
1. ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPECTIONS, MAINTENANCE, AND EQUIPMENT.
2. ALL MAINTENANCE ACTIVITIES SHOULD BE RECORDED. NOTES SHOULD INCLUDE THE DATES AND TYPES OF WORK PERFORMED AS WELL AS WHO
PERFORMED THE WORK.
3. DEVELOPMENTAL PHASE MAINTENANCE EXTENDS THROUGH 2 TO 5 GROWING SEASONS.
4. IF A MINIMUM COVERAGE OF 70 PERCENT IS NOT ACHIEVED IN THE PLANTED WETLAND ZONES AFTER THE SECOND GROWING SEASON,
SUPPLEMENTAL PLANTING SHOULD BE ADDED TO ACHIEVE A COVERAGE OF 90 TO 95 PERCENT.
5. INFERTILE SOILS SHOULD BE AMENDED BEFORE INSTILLATION AND THEN FERTILIZED PERIODICALLY THEREAFTER.
6. ACCEPTABLE FERTILIZERS CAN BE: MINERAL, ORGANIC (MANURE), COMPOST OR GREEN CROPS.
7. SAPLINGS OF TALL TREES PLANTED IN OR NEAR THE BASIN MAY REQUIRE STAKING. CARE SHOULD BE TAKEN NOT TO DAMAGE THE ROOTS OF THE
TREES WHILE STAKING. THE STAKES SHOULD BE KEPT IN PLACE FOR 6 TO 18 MONTHS.
8. WEEDING IS OFTEN NECESSARY IN THE FIRST GROWING SEASON, PARTICULARLY IF HERBACEOUS GRASSES AREOU T-COMPE TING THE YOUNG WOODY
VEGETATION GROWTH. GRASS SHOULD BE REMOVED TO ABOUT 6" ON ALL SIDES OF THE SOIL BIOENGINEERING ELEMENT. THE NEED FOR WEEDING
MAY BE LARGELY ELIMINATED BY MINIMIZING THE AMOUNT OF SEED USED FOR TEMPORARY EROSION CONTROL.
9. SOILS SHOULD BE LOOSENED TO A DEPTH OF 6". HARD SOILS MAY REQUIRE DISKING.
10. WHENEVER POSSIBLE, TOPSOIL SHOULD BE SPREAD TO A DEPTH OF 4-10" AND LIGHTLY COMPACTED TO A MINIMUM THICKNESS OF 6".
11. THE OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID-JUNE SO THAT THE WETLAND PLANTS WILL HAVE A FULL GROWING
SEASON TO BUILD THE ROOT RESERVES NEEDED TO SURVIVE THE WINTER.
12. POST -NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERVAL BETWEEN DELIVERY OF THE PLANTS AND THEIR INSTILLATION
BECAUSE THEY ARE PRONE TO DESICCATION. THE STOCK SHOULD BE FREQUENTLY WATERED, FERTILIZED AND SHADED.
13. A WET HYDROSEED MIX OR OTHER METHOD SHOULD BE USED TO ESTABLISH VEGETATIVE COVER IN THE WETLAND WITHIN 14 DAYS OF
CONSTRUCTION. FOR RAPID GERMINATION, SCARIFY THE SOIL TO A HALF -INCH PRIOR TO HYDROSEEDING.
14. IF THE WETLAND WAS USED DURING CONSTRUCTION AS A SEDIMENT BASIN OR TRAP, THE BASIN MUST BE CLEANED OUT, GRADED, AND VEGETATED
WITHIN 14 DAYS OF THE COMPLETION OF THE CONSTRUCTION, PROVIDED THAT THE DRAINAGE AREA HAS BEEN COMPLETELY STABILIZED.
15. BECAUSE MOST STORMWATER WETLANDS ARE EXCAVATED TO DEEP SUB -SOILS, THEY OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED
TO SUPPORT VIGOROUS GROWTH OF PLANTS. AT THESE SITES, 12" OF TOPSOIL OR WETLAND MULCH SHOULD BE ADDED TO ALL DEPTH ZONES IN
THE WETLAND FROM 1 FOOT BELOW THE NORMAL POOL TO 6" ABOVE. WETLAND MULCH IS DEFINED AS A TECHNIQUE FOR ESTABLISHING MARSH
AREAS BY SPREADING THE TOP 12" OF WETLAND SOIL FROM A DONOR WETLAND OVER THE SURFACE OF A CONSTRUCTED STORMWATER WETLAND
AS A MULCH. THE MULCH IS BEST COLLECTED AT THE END OF THE GROWING SEASON. DONOR MATERIAL ORIGINATING FROM A NATURAL WETLAND
MUST COME FROM ONE THAT HAS BEEN INCLUDED IN THE APPROVED IMPACTS AUTHORIZED BY THE 401 WATER QUALITY CERTIFICATION ISSUED BY
THE NC DIVISION OF WATER QUALITY. REMAINING WETLANDS ONSITE (OR OFFSITE) MUST NOT BE UTILIZED OR THE PURPOSE OF AMENDING THE
SOILS OF YOUR STORMWATER WETLANDS.
16. THE WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS PRIOR TO THE PLANTING DATE TO PRESERVE SOIL MOISTURE AND
WORKABILITY.
EjZONE 1: DEEP POOLS (/1 / FOREBAY- 652 L.F.+/- / #2 / NON-FOREBAY - 773 L.F.+/-)
DEEP POOLS
MIN. PLANTS @ 1 PLANT PER 4 SF (24" O.C.) =193 PLANTS
PLANT TYPE
I QTY
KEY
BOTANICAL NAME I
COMMON NAME
I ROOT
I CALIPER
I HEIGHT
I NOTES
193
Nuphar lutea
Spatterdock
Lg. Plug
2' O.C. around top
AQUATIC
fringe of deep pools
El
ZONE 2: SHALLOW WATER / "LOW MARSH" (2,165 SF+/-)
SHALLOW WATER COMMUNITY (NORMAL POOL TO 4" BELOW) = 2,165 S.F.
MIN. PLANTS @ 1 PLANT PER 4 SF (24" O.C.) =541 PLANTS
PLANT TYPE
QTY
I KEY
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
108
Iris versicolor
Blue Flag Iris
CONT.
4" Pot
24" O.C.
108
)uncus effusus
Soft Rush
CONT.
4" Pot
24" O.C.
EMERGENT
109
Pontedaria cordata*
Pickerelweed
CONT.
4" Pot
24" O.C.
108
Saururus cernuus
Lizard's tail
CONT.
4" Pot
24" O.C.
108
Schoenoplectus tabernaemontani*
Softstem Bulrush
CONT.
4" Pot
24" O.C.
ElZONE 3: SHALLOW LAND / "HIGH MARSH' (1,565 SF+/-)
SHALLOW LAND COMMUNITY (NORMAL POOL TO HIGH WATER) = 1,565 S.F.
MIN. PLANTS @ 1 HERBACIOUS 14 S.F. OR 1 SHRUB / 24 S.F. OR 1 TREE / 200 SF AND 1 HERBACIOUS / 5 S.F.
PLANT TYPE
QTY
KEY
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
29
Crinum americanum
Swamp Lily, Bog Lily, String Lily
CONT.
4" Pot
36" O.C.
HERBACEOUS
30
Hibiscus coccineus
Scarlet Rose Mallow
CONT.
4" Pot
36" O.C.
30
Lobelia cardinalis
Cardinal Flower
CONT.
4" Pot
36" O.C.
10
CA
Clethra alnifolia
Summersweet, Sweet Pepperbush
CONT.
1 Gal.
18"-24"
5' O.C.
SHRUBS
5
IG
Ilex glabra
Inkberry Holly
CONT.
1 Gal.
18"-24"
1 5' O.C.
13
IV
Itea virginica
Virginia Sweetspire
CONT.
1 Gal.
18"-24"
5' O.C.
9
VN
Viburnum nudum
Possum Haw
CONT.
1 Gal.
18"-24"
5' O.C.
2
CC
Carpinus carol iniana
American Hornbeam
B&B
1 112" Cal.
6-8'
Min. 18' O.C.
TREES
2
DV
I
Diospyros virginiana
American Persimmon
B&B
1 1/2" Cal.
6-8'
Min. 18' O.C.
1
FA
Franklinia alatamaha
Franklin tree, Franklinia
B&B
1 1/2" Cal.
6-8'
Min. 18' O.C.
RevisionI� I�
C C�
Designer
GSP
Scale
1" - 10'
Drawn By
Date
GSP
FEBRUARY 2013
License #
lob No.
P-0718
2012-0018
Leland
SPEC - LE
Brunswick (
LAND
IN
JN
4
rrl+wlr�M�wrMM
LAWN
10
SHOVEL EDGE - CONTRACTOR TO PROVIDE
O
EARTHEN SAUCER
SMOOTH CONTINUOUS EDGE AS SHOWN ON PLANS. DIG
80
EXCAVATE PIT TO 2 TIMES THE WIDTH OF
EDGE WITH COMMON SPADE OR STRAIGHT BLADE SHOVEL.
ROOTBALL. SCARIFY SIDES OF PIT SO THAT
SIDES ARE NOT SMOOTH/GLAZED.
SHRUB PLANTING
O2
g0
BACKFILL WITH SOIL PER SPECIFICATIONS
PLANTING
OGROUNDCOVER
3
10
LARGER B&B MATERIAL:
4
0
3" MULCH LAYER (TRIPLE SHREDDED HARDWOOD
-REMOVE TOP 1/2 OF WIRE ROOT BALL BASKET OR
ROOTBALL STRAPS. REMOVE ALL SYNTHETIC STRAP
5
6" DEPTH TILLED/AMENDED SOIL
MATERIAL FROM ENTIRE ROOT BALL.
REMOVE TOP 3/4 OF BURLAP ROOT BALL COVERING.
O
ROOT BALL:
-IN SANDY/WELL DRAINED SOIL: SET TOP SURFACE
REMOVE ALL SYNTHETIC COVERING.
ELEVATION OF ROOTBALL FLUSH WITH FINAL EXISTING
11
CONTAINER GROWN MATERIAL:
GRADE.
REMOVE ENTIRE CONTAINER FROM AROUND PLANT
-IN HEAVY CLAY/POORLY DRAINED SOIL: SET TOP
PRIOR
SURFACE OF ROOTBALL 1/4-1/3 ABOVE FINAL EXISTING
TO PLANTING.
GRADE.
12
PLACE ROOTBALL ON SOLID SUBGRADE, NOT
LOOSE BACKFILL MATERIAL
NOTES:
13
UNDISTURBED SUBGRADE
USE WEED BARRIER FABRIC IN ALL MULCHED AREAS NOT PLANTED WITH
SPREADING GROUNDCOVER
TYPICAL LANDSCAPE BED PLANTING
DETAIL (SHRUBS & GROUNDCOVER)
NOT TO SCALE
0
SPACING
AS NOTED
0 0
0
0 0
SPACING
AS NOTED
IdM1kl
U
FOR TYPE OF MULCH )
T IF SHRUB IS B B, THEN
12• REMOVE BURLAP de ROPE
2. wt. o FROM TOP 1/3 OF BALL
BACKFILL MIX
UNDISTURBED SUBSOIL
TYPICAL SHRUB PLANTING ON SLOPE
NOT TO SCALE
ENTERING SLOPE 3 TO 1 MAX FOR SLOPE
STABILIZATION AND PLANT MATERIAL.
AQUATIC PLANT MATERIAL (TYP.).
SEE PLANTING PLAN.
SEE PLANT UST FOR MAX PLANTING DEPTH
POND NORMAL WATER LEVEL.
POND SIDE SLOPES 3 TO 1 MAX.
PLANT ALL AQUATIC MATERIAL IN
TOPSOIL SEE NOTES FOR DEPTH OF TOPSOIL.
EXISTING UNDISTURBED SUBGRADE.
TYPICAL PERENNIAL PLANTING
NOT TO SCALE
i
�
\ W
CENTIPEDE GRASS BUFFER
- � - . • �SHpLLOW '•� Jv ,
"�z _ UPLAND
�- WATER -�_ (ZONE 4)
— W W .(ZONE 2)
LAND,. INV=10.0
\ � W j .. y �/\/,✓ �[�' 71'�/\./\l\/Vi-r }{i-� \� ,-t ,. .. .. y .y y W y .. W �i .W .. � \\
{ / z �-- \ --" k =
` °CENnPEOE GRASSBUFFER`
;
CENTIPEDE -GRASS BUFFER W W W y
North Carolina
-
- - -- -- ONE 1) , y
STORMWATER WETLAND DETAILS
PREPARED FOR:
Ron Saucier
169 Vision Drive
Wilmington, NC 28405
12" HDPE
V4� IV,
- lid GRAPHIC SCALE
10 0 s
1 inch = 10 ft.
r 4WAW ■ r r/ ■ . r r/ � ■ ■ ■ . r' ■ r
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
4LEV=13.0
V� 12.0
)L _
Sheet No.
C-4

SHALLOW
BOTTOMrRFACE
AREA
STORAGE VOL.
STORAGE VO-
SHWT
NOON
RMALPOOL
R
P
DEEP_
PROVIDEDF)
RE
PR�5N,,EO
ELE(FT)
ELEVATION
BOTTOM TOM ELEVOW
POOL ELEV
TOM ELE
(SF)
SLED
12.0
11.5
1 13.0
10.5
1 1,755
1 3,730
4,318
4.443
11.50
Revision
®�_
POND CROSS—SECTION
N.T.S.
Designer
GSP
Scale
1" . t0'
Drawn By
Date
GSP
FEBRUARY 2013
License 0
Job No.
P-0718
2012-0018
NNJ
J
13.0
2'x2' REINFORCED CONCRETE BOX
OR BRICK BOX
FLOOD POOL EL. =13.0
1.25" SCH. 40 PVC
2 FT
GALVANIZED BAR GRATING 1' x 1I8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1l4" x 1 1l4" x 1l4'
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE - 4" MAX TRASH RACK OPENING
RIM ELEV = 13.0
INV. EL. = 12.0
12"CULVERT
/ � 6" EXTENDED BASE
OUTLET STRUCTURE DETAIL
NOTES: N. T. S.
1. SEASON HIGH WATER TABLE WAS TAKEN AT A GROUND ELEVATION OF 12.67 AND
ESTIMATED TO BE 14 INCHES FOR AN ELEVATION OF 11.50, WHICH IS WITHIN 6" OF THE
THE PERMANENT POOL ELEVATION OF 12.0.
2. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER
SYSTEM AND DISCHARGED TO THE STORMWATER WETLAND.
3. SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT.
4. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX.
SEAL
031315
`INEE` .••'
"C.Nvy S.
0 3
GRAPHIC SCALE
10 0 5 10 20
1 inch = 10 N.
SPEC- LELAND PREPARED
°R GSP CONSULTING,PLLC
Sheet No.
STORMWATER WETLAN D DETAILS 169 Vision Drive E N G I N E E R I N G C-5
Wilmington, NC 28405 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: 910-79%659
Leland Brunswick Count North Carolina

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 05 \ H j
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2D 3 D 3 o S
YYYYMMDD

DESCRIPTION EXISTING
PROPERTY BOUNDARY
► re, welai117
EASEMENT
STREAM
MINOR CONTOURS
---------- 8---------
MAJOR CONTOURS
- - - - -10 - - - - -
GAS LINE
--G------- G---
WATER LINE
--- W------- W---
SANITARY SEWER LINE
--SS ------ SS --
SANITARY SEWER MANHOLE
OS
STORM DRAINAGE PIPE
■aa®®••®Irate•
STORM DRAINAGE STRUCTURE
r—�
0
L—J
SILT FENCE
TREE PROTECTION FENCE
FIRE HYDRANT ASSEMBLY
A
TREE TO BE REMOVED
N W
EXISTING WETLANDS BNDY
J'S2'34"
PROPOSED
8
10
—G G-
-W W-
-SS SS-
0
—TPF TPF—
Site Development For
SPEC-LELAND
NOVEMBER 30,2005
LELAND, NORTH CAROLINA
DALE E C MX ElEANOR
02 555/PG 5
ZaNR14T C-2
LAID USE RESIOENTAL
20• REAR YARD
S ACK
--���- WEILAID AREA 'A'
1.355 SO.R. 0.031
ACRES t
\5
\
.01 WAl5d1 /
D.Z tO
•`
'74
C 2
ZUSE CDE /
D AREA
LAND USE: RESNpIitAL //
�
3.230 SOFT. O.OZ4
3.230
ACRES t
'.
1NONASFRANK
D8 847/ PG 511
• .�.
ZON C-2
1-AND USE: VACANT
/ ONE-STORY
CHILD DAYCARE l
//gc5 FACIJTr
/ (liar x HD)
b F9
,
LLUbjF - ---�-I ---------- - \
25iR011T YARD SETBACK
-------------------------- J
�� \ �L 2U UWTY ESYT. A
\ fRWW�6WWWW 2..
_ - ___ - - 1
-_-SZT4Y00'W 13d72' -- �-S/59.76 Sm42�10�W — — — — — — — — ~ —
U.S. HWYS. 17 / 74 / 76
(PUBLIC R/W VADTH VARIES)
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Ave, Suite 101 Wilmington, North Carolina 28403
www.withersravenel.com
Tel: [phone] Fax: [phone]
WETAND AREA 'C'
162 SOFT. 0.004
ACRES t
NC
1 "=60
INDEX OF SHEETS
SHT
0.0
COVER SHEET
SHT
1.0
EXISTING CONDITIONS AND
DEMOLITION PLAN
SHT
2.0
GENERAL NOTES
SHT
3.0
LAYOUT PLAN
SHT
4.0
UTILITY PLAN
SHT
5.0
GRADING & EROSION CONTROL PLAN
SHT
6.0
DRAINAGE PLAN
SHT
7.0
LANDSCAPE PLAN AND
SPECIFICATION TABLES
SHT
8.0
TYPICAL DETAILS
SHT
9.0
LANDSCAPE, E&S & STORM
DRAINAGE DETAILS
SHT
10.0
UTILITY DETAILS
ON G
DEVELOPMENT DATA -
LAND USE: CHILD DAYCARE
MAX. 300 CHILDREN
MAX. 23 EMPLOYEES
TOTAL BUILDING AREA: 12,100 S.F.
PARKING - ® 1 SP./250 S.F.
SPACES-
REQ'D:
48 PROV'D: 60
LOADING SPACE-
REQ'D:
1 PROV'D: 1
HANDICAPED SPACES-
RED'D:
1 PROV'D: 2
** 63 SPACES PROV'D**
IMPERVIOUS SURFACES -
ROOFTOP -
12,100
S.F.
PAVEMENT -
22,772
S.F.
WALKS -
5,306
S.F.
PLAY YARD AMENITIES- Z480
S.F.
TOTAL -
42,658
S.F. (24.85%)
GENERAL NOTES.-
1. BRUNSWICK CO. PARCEL NO.'S:
038BCO25, 038BCO26, 038BCO27, 0388CO28, o
038BCO29
2. TOTAL TRACT AREA: 3.94 AC_*
3. ZONING: C-2
4. LAND CLASSIFICATION: VACANT
5. FEMA FLOOD INFORMATION TAKEN FROM COMMUNITY
PANEL 1370471 0005E. MAP REVISED: 1011511993
ALL ADESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE
WITH THE TOWN OF LELAND LAND DEVELOPMENT CODE
OWNER
RON SAUCIER
169 VISION DRIVE
WILMINGTON, NC 28405
TEL: [phone]
STOR IWATER
PRESS
PROJECT NAME: SPEC-LELAND
PROJECT ADDRESS: 111 & 113 THOMAS GARST LANE
W&R PROJECT #: 205041
(Z) Cv C"

T/y0
tiIq
(s G
FkisnNc ,e O p� ���\
EX. SAN. EX SAN.
MANH/1��� /C [/ SEWER SEWER
\ \4?z- , 0/?/ .,. 1? \ `� ^ , \RIM 2689 RIMN2591
\ \ \�\ ,qY �/) \ �- INV 16.72 INV 16.31
SS
SS
y 30' ACCESS ESMT
3B`ak34 \ 18' EXISTING DRIVEWAY X 59
EX.
S77'47 60"W 138.72 Ritr�° ^� S77'47'00"W
rapt 59.76'
EXISTING 2" WATER LINE TO
BLOWOFF VALVE ® END OF
STREET
N/F
DALE E G ETUX ELEANOR
D.B 555/PG 545
ZONING: C-2
LAND USE: RESIDENTIAL
�— N13'30'00"E
12
20' REAR YARD N85'03'55"E
SETBACK x9 a4 / j�1.61'
26 27
X
N '33'30"E
'3.
28. .
0
WETLAND AREA "A"
1,355 SQ.FT. 0.031
ACRES t
N78'27'35"W S48'26`30"E
0.69' /ter 91.18'
TOTAL WETLAND AREA 4,747
/Age, 22 SQ.FT. 0.11 ACRES t
S88'19'277p /ry
30.36'
\ / �2 S81*18'22"E
N23'39'08"W / � �s�. ° • _3.38'_
34.62'
0
/ N80'4\7'03"W _ 20 8�' - 18 lQ
/„W S71 57�
37"W
N64'42' 9 1.
14 a,
.9 Y
EX SAN. 9s
�_""t���9�
MA�lIHEwwRt� x 5
RIM 21. 4 's'h
iNV 14. // 41q r z
/ � 's / �� I S42'07'40"E
N00'55'30W sil
30.42 I 10.80,
N/F
HARRIET WATSON N72`33'SYE W fz
D.B 1043/PG 979 17.79' ,
ZONING: C 2 _ _ — 1�'��aa �' E�i.Fz WETLAND AREA "B"
LAND USE: RESIDENTIAL / N07'44'4 'N/ 3 3,230 SQ.FT. 0.074
20.4Y 1 m
7—ACRES t
e� EXISTINGG� TREE TOxgs << 10 6
/ /, BE REMOVED, TYP a,e
2_5N
N3�-19'25"W A-
1t2.58'
SO4'05'4. "1- N/F
/ 59 102.80 THOMAS FRANKLIN
/ o DB 847/ PG 511
/ N�0'06'38"W ZONING: C-2
b
1 30.71 1 ! LAND USE: VACANT
9s
552'11'20'E ;�
f
� �. EXISTING. BUILDING v
> E TO BE REMOVED \t 37.24' .
�� ,/s e�
I�_ g
OJ4
sLry 1 S ks� N333804"�o \
84•za s E
x 1484'414' _A 13.4
xzq /y a ?a�sa EXISTING BUILDING
3
° 124'
TO BE REMOVED \
N84®s
�'36"E
s 20.$1: td
>
/ '
N52-023"W�
47 '
1 12.75'
EXISTING BUTA ING
/ TO BE REMOVC D 4 „W 2
zzt4
t /7
r,CdP,
y2sE. / g z \ EXISTING BUILDING / 3.43'
TO BE REMOVED
1
CB-t.UO E / XBi�2� ya Lia �lq qD
/ /r�Ake ano oAPD
e Y
/ �c r EX TING '2d EXISTING
// �4V o" BILLLBBOARD i TO �` BILLBOARD TO
EXISTING BUILDING ze '- BE �2EMOVED BE REM0IVED'
p TO BE REMOVED — ;¢ Po
E
i
`2
WETLAND AREA "C"
162 SQ.FT. 0.004
ACRES t
S28'39'42"E
28, 71'
25° YARD $ETBAC K N 7 T / x 4 h NC HIGH Y
20' UTILITY ESMT— OAKS �� v<� / es, �• _
— —n— — — 6�Q— — — — — — .— — .� -31{D— �PiD _. — — — p—.. -3!t_..... ...-._. ,..- .._. ._. -3HG- _. _ - _�— — —
-- -----AND------>— "----
ceunE 4' ehcehn� erca S / 42'40"W 55,529' v
13ENCHMARK EX. FENCE LINE 2
SET IN POWER FEMIA PLAN ELEV. 1 FLOOD
POLE RR SPIKE
ELEV 27.68
U.S. H WYS. 17 / 74 / 76
(PUBLIC R/W WIDTH VARIES)
MAP NOTE:
ALL EXISTING TOPOGRAPHY, BOUNDARY, AND UTILITIES, HAVE
BEEN TAKEN FROM A MAP PREPARED BY TALBOT SURVEYING.
EXISTING WETLANDS INFORMATION HAS BEEN TAKEN FROM A
MAKE PREPARED BY WITHERS & RAVENEL
mj
W�
Z°
W W 14-
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30 15 0 30 60
SCALE: 1"=30'
Job No.
205041
Drawn By:
JEW
Checked By:
MNH
Date:
11 /30/05
Scale:
1'=30'
Revisions:
Sheet:
100

COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH THE TOWN OF LELAND,
BRUNSINACK COUNTY AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE
CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN
ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS.
CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING
EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID
EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO
FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED
WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
1. ALL EXISTING TOPOGRAPHY, BOUNDARY. AND UTILITIES. HAVE BEEN TAKEN FROM A MAP PREPARED
BY TALBOT SURVEYING. EXISTING WETLANDS INFORMATION WAS BEEN TAKEN FROM A MAKE
PREPARED BY WITHERS do RAVE NEL.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TE D410NE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE. ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'
BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
& CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE. AND CONCRETE CURB & GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOUTION NOTES
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSTE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES: ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OFF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
4. THE CONTRACTOR SHALL�NPROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTIUTIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
S. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL
& CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE
RESPECTIVE COMPANIES
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MANS BY DIGGING
TEST PITS BY HAND.
EROSION AND SEDIMENT CONTROL NOTES
EROSION CONTROL AND SEQUENCE
OF CONSTRUCTION NOTES:
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
2. PLANT GRASS OVER ALL GRADED AREAS WITHIN 21 DAYS OF CEASE OF ANY GRADING
ACTIVITY.
3• CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT UMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NEW HANOVER COUNTY.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF /4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED
INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACE) 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4. INSPECT THE INLET PROTECTION FABRIC AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.
REMOVE SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE FABRIC DURING
SEDIMENT REMOVAL WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED,
REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF THEM PROPERLY. BRING
THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT IT.
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY. AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
STABIUZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER
UNSTABIUZED AREAS
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
Seeding Mixture
SPECIES RATE (LBZ&CRE)
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES RATE (LB ACRE)
GERMAN MILLET 40
FAI 1
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00) LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE RESEED, REFERTIUZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF 'CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES' BY THE NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE 'CONSTRUCTION LIMITS'
BROOM CLEAN AT ALL TIMES
8. CONTRACTOR SHALL MAINTAIN AN 'AS -BUILT' SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES THE
LOCATION OF ALL EXISTING UTIUTIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL'
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES
13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWING.
14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS
GENERAL UTILITY NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN
OF LELAND, BRUNSWICK COUNTY AND NCDOT REQUIREMENTS AS SPECIFIED
ON THE DRAWING AND IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON
THE DRAWINGS.
3. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE
REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS
INDICATED OTHERWISE ON PLANS
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
U���CONTAC�:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
UTIUTY NOTES:
1. PROJECT SHALL COMPLY WITH TOWN OF LELAND AND BRUNSWICK
COUNTY CROSS CONNECTION CONTROL REQUIREMENTS. WATER
METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE
MET.
2. IF CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION,
HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST
PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW
PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF
THE WATER METER BOX.
& WATER SERVICES CAN NOT BE ACTIVATED ON NEW WATER
MAINS UNTIL THE ENGINEER'S CERTIFICATION AND APPLICANTS'S
CERTIFICATION HAVE BEEN PROVIDED AND N.C.D.E.N.R. HAS
ISSUED 'FINAL APPROVAL'
4. ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER, CAN, AND
TELEPHONE SHALL BE INSTALLED UNDERGROUND.
5. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO
PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES).
6. ANY BROKEN OR MISSING SIDEWALK OR CURB & GUTTER
SECTIONS WILL BE REPAIRED OR REPLACED AS NECESSARY.
7. MECHANICAL EQUIPMENT do ALL TRASH RECEPTACLES SHALL
BE SCREENED BY AN OPAQUE FENCE OR KEPT INSIDE BUILDING.
& THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION
AND PROTECTION OF EXISTING UTILITIES DURING
CONSTRUCTION. CALL UJACO AT 1-800-632-4949.
CALL BELLSOUTH O 1-910-392-8712.
9. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND
REPLACEMENTS OF ANY UTILITIES, CURB & GUTTER,
PAVEMENT, ETC. THAT MAY BE DAMAGED DURING
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED
TO AT LEAST THE QUALITY OF WORKMANSHIP FOUND
10. NEW CONSTRUCTION SHALL BE GRADED FOR POSITIVE
FLOW TO EXISTING DRAINAGE PATTERNS
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Job No. 205041
Drawn By: JEW
Checked By: MNH
Date: 11 /30/05
Scale: N/A
Revisions:
Sheet:
10

NO
'8 F,�Spc e4;c
3V ACCESS EMT. -
B — — — — — — R S77 47'OO"W EP
Am* S77'47'00"W 138.72' W 59 76' BENCHMARK
SET IN POWER
POLE RR SPIKE
ELEV 27.68
N/F
HARRIET WATSON
D.B 1043/PG 979
ZONING: C-2
LAND USE: RESIDENTIAL
N/F
DALE E G ETUX ELEANOR
D.B 555/PG 545
ZONING: C-2
LAND USE: RESIDENTIAL
20' REAR YARD
SETBACK
/COVERED
/ SANDBOX
20 X 40
WETLAND AREA "A"
1,355 SQ.FT. 0.031
ACRES t
`' `.
<1, .
PLAY YARD
49,830 S.F TOTAL
PLAY YARD B
30,180 S.F
ONE—STORY
IZo
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cti FACILITY
PLAY YARD A
/ 9,320 S.F
/
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112'
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PROPOS�O
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PROPOSED
ASPHALT
SURFACE.
12,100 S.F.
(110' X 110.)
F.F.E ±27'
7 9' 5?R
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COVERED
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SANDBOX
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SIGN, TYP.
HANDICAP
RAMP
PLAY YARD C
HANDICAP
10,330 S.F
PARKING
SPACE, TYP
PROPOSED
5' CONC SIDEWALK
9'
9'
CURB STOP,
TYP.
25' FRONT YARD SETBACK
S77'42'40"W
555.29'
PROPOSED
ASPHALT
SURFACE.
(PUBLIC R/W WIDTH VARIES)
L•.
DEVELOPMENT DATA: W
LAND USE: CHILD DAYCARE / Z 0
MAX. 300 CHILDREN >_
MAX. 23 WORKERS W It
BUILDING AREA: 12,100 S.F. D0
PO LO
PARKING: (AT 1 SP./ 250 S. > j 000
PARKING REEQ'D - 48 PROUD - 60 0
LOADING SPACE REQ'D - 1 PROV O - 1 (D N LO
HANDICAPED SPACES REQ'D - 1 PROV'D - 2 - •5 0 tl o E
TOTAL: 63 SPACES PROV ID 1n c 0 10 �
IMPERVIOUS SURFACES: //////'''��� C
PAVEMENT - 22,7072 S.F - �' (. c W Q U o o'
WALKS - 5,306 S.F. d f Z 0 _C_-L
PLAY YARD AMENITIES - 2,480 S.F. .I v od Z o L
r (D
TOTAL - 42,658 S.F. (24.85%) Q . Z I` .L
//11 J T rn 3
Ni a �06 3
GENERAL NOTES: n/
LL fn O CN 3
1. BRUNSWICK CO. PARCEL NOS.: C) E o
038BCO25 W W � = 0)0388CO26
038BCO27 W
0388CO28 Z
038BCO29 O
2. TOTAL TRACT AREA: 3.94 AC.+ Z
3. ZONING DISTRICT: C-2 W
4. FEMA FLOOD INFORMATION TAKEN FROM
COMMUNITY PANEL # 370471 0005E
MAP REVISED: OCTOBER 15, 1993 Seal pl�
WETLAND AREA "B"
3,230 SQ.FT. 0.074
ACRES t
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ZONING: C-2
/ LAND USE: VACANT
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Job No. 205041
Drawn By: JEW
Checked By: MNH
Date: 11 /30/05
Scale: 1'=30,
Revisions:
Sheet:
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N/F
DALE E G ETUX ELEANOR
D.B 555/PG 545
ZONING: C-2
LAND USE: RESIDENTIAL
20' REAR YARD
SETBACK x.78
NOTES,
1. ALL SPOT GRADES ARE LOCATED ON THE FLOWLINE OF
THE CURB AND GUTTER.
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BEN4C°HXMARK� one N� 2'* f cline �ren�s,e ^^ S �d '40 %W 555c29, " rencse7j/ne GH Y;�NY \i 9 fen din
SET IN POWER LINE FEMA 100YR FLOOD
POLE RR SPIKE ELEV 27.68 PLAIN ELEV 10'
U.S. H WYS. 17 / 74 / 76 (PUBLIC R/W WIDTH VARIES)
30 15 0 30 60
SCALE: 1"=30'
Job No. 205041
Drawn By: JEW
Checked By: MNH
Date: 11 /30/05
Scale: i"=30'
Revisions:
Sheet:
590

S
n
S/ (/" F�� 1' EX. SA . E�
MANHOLE26RIMRII
/ ►Y/ INV 16.72 IN
\ - - - 30' ACCESS ESMT. -
FV 18' EXISTING DRIVEWAY
Rom, _
S77-47'00"W 138.72' Rilr S77.47'00"W E'P
�cw 59.76'
EXISTING 2" WATER LINE TO
BLOWOFF VALVE @ END OF
STREET
N/F NU I U)
DALE E G ETUX ELEANOR
D.B 555/PG 545 1. ALL SPOT GRADES ARE LOCATED ON THE FLOWLINE OF THE CURB AND
ZONING: C-2 GUTTER.
LAND USE: RESIDENTIAL
2. ALL WETLANDS ON THIS SITE WERE LOCATED FROM A MAP PREPARED BY
20' REAR YARD WITHERS & RAVENEL
_ SETBACK
WETLAND AREA "A" 3. GRASSED SWALE TO BE SODDED WITH CENTIPEDEGRASS OR EQUIVALENT
P 1,355 SQ.FT. 0.031 GRASS THAT WILL HAVE A PERMISSIBLE VELOCITY GREATER THAN
ACRES t 4.0 ft/s PER TABLE 8.05a OF THE NORTH CAROLINA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
USE SUPER SILT FENCE
ALONG WETLAND LIMIT FROM
NORTHERN PROEPRTY
CORNER TO TEMPORARY
DIMENT TRAP
$h I
10006
7L— 19
i
'&, 20
O
EX. SAN. A V A
SEWER �� \ \\. A A ��•
MANH
RIM 21.5 v AV !
INV 14.--_--_----_-21- - ` ,
i
N/F /�O - - 22 �� �v �v / � ; i I
HARRIET WATSON
CIP
D.B 1043/PG 979 /
\
ZONING: C-2 �y _ ` f WETLAND AREA "B"
LAND USE: RESIDENTIAL / ��� i 2�— - ��— �� ��� // 3,230 SQ.FT. 0.074
I / : �' ACRES f
+ I
I i + � � ���1 i / cn•
24
N/F
/ I 26 + 100p2 ry THOMAS FRANKLIN
e°pO3 �1 OLD ROX �+ o �' DB 847 PG 511
�" �� I + - - ZONING: C-2
\ /
ROOFDRAIN, T ,i ' ;i{ !' LAND USE: VACANT
2� 1
/ A441
/ 4
X / A
/ h
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/ /V \ /
DRAINAGE AREA,
/ 1 1
o.m I 10004
FEro� \ a moo
\
I `+
CANE -STORY'
CHID DAYCARE
, CILITYv
11,60 S.F. '
I
(110' \X 110)
F.F.E ±27' v
ElP-
j
\ �-y ✓ USE SUPER SILT FENCE
! I i \ �!�•' ALONG WETLAND LIMIT
FROM NORTHERN
PROEPRTY CORNER TO
I; I i �i .il \ \ �' \• •� TEMPORARY SEDIMENT
TRAP
`
�WETLAND AREA "C"
� � V
` 162 SQ.FT. 0.004
ACRES t
NS • '
I y 90� P �`' 0'36"E -
�\ ��24'
I v
2s / -80*I I U goo
DISTURBED LIMITS
oeee ss 1 00 00 o \
{
2
t i
TREE PROTECTION
/ Own p00i
/ CA i \ \ \ ` FENCE, TYP.
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SILT PROTECTION
I
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/mom �� amid+ 4ao /QA= .05 Ac. / 1 , \b v';so DA i. a \ .\ TEMPORARY
C%6 I A • DIMENT TRAP
=4 93 fs j 7' ( 0= 1 �cf %� m N 6' TONE WEIR
L v o o o e e e�2 CD 9.25'
Nook + 2$50
CTI
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r— —r
NC HIGH Y DEPT
20' UTILITY —W
Opp
BENCHMARK h 2 ti' S �V7 42'40 555rL9\� &GH Y 'o s
SET IN POWER N SOD DITCH WITH LINE FEMA 100YR FLOOD
POLE RR SPIKE CENTIPEDEGRASS PLAIN ELEV 10'
ELEV 27.68 STONE CHECK DAM.
U.S. H WYS. 17 / 74 / 76 (PUBLIC R/W WIDTH VARIES) SEE DETAIL SHEET 9.0, TYP.
1 SCALE: 1"=30'
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Job No. 205041
Drawn By: JEW
Checked By: MNH
Date: 11 /30/05
Scale: 1'=30'
Revisions:
Sheet:
6.0

R
NEVER CUT A LEADER
PRUNE PROPORTIONALLY TO
COMPENSATE FOR REDUCTION
OF ROOTS AND TO PROMOTE
NATURAL CHARACTER OF
GROWTH; HOWEVER, PLANT
SHALL BE THE SIZE SPECI-
FIED AFTER PRUNING HAS
BEEN ACCOMPLISHED.
(3) LOOPS RUBBER GARDEN
HOSE TWICE THE DIAMETER OF
THE TREE TRUNK
TWISTED GALVANIZED WIRE,
NO. 9 GAUGE
(3) 2-X4- STAKES AS APPROVED
BY THE LANDSCAPE ARCHITECT
WRAP TREE TRUNK WITH
BURLAP. HEAVY CREPE PAPER
OR OTHER MATERIAL IN 60-100
WIDE STRIPS
TREE SHALL BEAR SAME REAL-
TIONSHIP TO FINISHED GRADE
AS TO PREVIOUS DOSING
GRADE
CUT ROOTS AS NECESSARY
IN CONTAINERIZED PLANTS
THAT ARE POT BOUND
SUBSOIL BROKEN W/PICK
THAN WIDTH
OF BALL
TYPICAL DECIDUOUS TREE PLANTING DETAIL
N.T.S.
PRUNE PROPORTIONALLY TO
COMPENSATE FOR REDUCTION
OF ROOTS AND TO PROMOTE
NATURAL CHARACTER OF
GROWTH; HOWEVER. PLANT
SHALL BE THE SIZE SPECIFIED
AFTER PRUNING HAS BEEN
ACCOMPLISHED.
4' MULCH
SAUCER WIDTH
FINISHED GRADE —
PLANTING SOIL TO BE
WORKED -UP SOIL DUG
FROM THE PLANTING HOLE
CUT ROOTS AS NECESSARY
VARIES
IN CONTAINERIZED PLANTS
THAT ARE POT BOUND
2 GREATER
THAN WIDTH
SHRUBS SHALL BEAR THE SAME
OF CONTAINER
RELATIONSHIP TO FINISHED GRADE
AS TO PREVIOUS EbSTING GRADE
TYPICAL SHRUB
PLANTING DETAIL
N.T.S.
1.5'(MIN)
SOL MIN.
6' !mSION TO DIRECT RUNOFF FROM R/W
SECnON VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
WALE
1 C
N.T.S.
TOP OF BANK
[1
SWALE 11 COMPUTATIONS
TYPE
AVERAGE
SLOPE
VELOCITY
(10— YR)
FLOW
(10—YR)
DEPTH
SWALE
LINER
V—DITCH
2.9%
2.65 F.P.S.
4.93 C.F.S.
0.35 FT.
GRASS
INCORRECT
BARRIER SHOULD BE INSTALLED AT THE DRIP
LINE OF TREE BRANCHES
NOTES:
CORRECT
IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES
REPAIR ANY DAMAGE TO THE CROWN. TRUCK OR ROOT SYSTEM IMMEDIATELY.
- FENCE SHALL BE PLACED 1.5 TIMES THE DIAMETER OF THE PLANT
- REPAIR ROOTS BY REMOVING THE DAMAGED AREAS WITH A CLEAN CUT.
- REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS.
- CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN
BRANCH.
EXAMPLE OF TREE PROTECTION FENCING
N.T.S.
i VARIES (6- MAX.)
LINE WARES MIN.
f12-1/2 GUAGE
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHAD HAVE A MINIMUM OF
LINE WARES W/12 STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
360 IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WARE
3. STEEL POST SHALL BE 5' 0n IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
4.
STEEL OR WOOD POST
GROUND LINE
SILT FENCE
N.T.S.
FILTER FABRIC
FILL SLOPE
FILTER FABRIC
TEMPORARY GRAVEL do RIP RAP FILTER BASIN
DENUDED
DRAINAGE
RUNOFF
SYSTEM
10—YEAR
WEIR
AREA
AREA
VOLUME
VOLUME
DAM
AREA
AREA
COEFFICIENT
INTENSITY
PEAK FLOW
LENGTH
REQUIRED
PROVIDED
REQUIRED
PROVIDED
NUMBER
(AC)
(AC)
(IN/HR)
(CFS)
(FT)
(SF)
(SF)
(CF)
(CF)
ST #1
1.24
1.24
0.30
6.43
2.39
6
1,042
3,126
2,232
2,768
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Job No. 205041
Drawn By: JEW
Checked By: MNH
Date: 11 /30/05
Scale: N/A
Revisions:
Sheet:
900

G NOTES:
N
1. CONSTRUCT THE WALKING SURFACE WITH SLIP IESISTANfANCE AM A 70% CONTRASTING COLOR TO THE SIDEWALK.
fnpTg� AND 2. CROSSWALK WIDTHS ACONFIGURATION VARY BUT MUST d)IFOE TO TRAFFIC DESIGN STANDARDS.
p22 S. NORTH CAROLINA GENERAL STATUTE 188-44.14 REQUIRES THAT ALL STREET DUMB BEING CONSTRUCTED OR r=MRTIRtMW FOR MAINTENANCE
S�j HW PROCEDIUES TRAFFIC OPERATIONS, REiPAIRB CORRECTION OF UTILITIES OR ALTER® FOR ANY WAGON AFTER SEPTEBER 1 1978 SHALL
�j PROVIDE WHI:ELCIMIR MIPB WR TIE RIYBICJALLY DISABLED AT ALL INTERSECTIONS GRIME BOTH CURB AND GUTTER AND $1601i LIS ARE
=wy mil PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
cH "Z IN ADDITION SECTION 223 OF TINE SB78 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CORE RAMP$ ON ANY WAS CONSTRUCTION
j> AFTER JULY 1,1G78 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLACED FOR A FUTURE DATE.
1
THE ECTIOJWS WITHULI N DISABILITIES IRS ACT (ADA) OF SOBS EXTENDS TO II OF RACE,
A E, WITH NATIONAL
TIONALIORIG. CM MLIN/IVE CIVIL HE PACTCIVIL
RI B OFI1 4. THESE CUB RANPIIDHAA0VE ERSONS ON THE BEEN DESIGNED TO BASIS
OMPLY WITH TEE'CURRENT ADA STANDARDS.
RELIGION ORDER THE CIVIL
4. PROVIDE WHEELCHAIR RAMPS SHOW AT LOCATIONS AS SHOON THE PLANS OR AS DIRECTED BY THE ENGINEER.LOCATE WHEELCHAIR RgPB
AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES FIRE HYDRANTS OIIOP INLETS. ETC. AFFECT PLACEMENT. WERE
TWO RAMPS ARE INSTALLED PLACE NOT LESS SHOW 2 FEET OF �UIL HEIGHT CRIH BETEEN TINE RAMPS. PLACE DUAL RAMPS
AS HEM PERPENDICULAR TO THE TRAVEL LANE RAINS CROSSED AS P0881BLE.
5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAIDS AS CONCRETE WEELCHAIR RAMPS. (80. YOB.)
Fri S. PAY FOR ALL DEPRESSED CURBS AT WEELCHAIR RAMPS AS THE TYPE GWIS AID WTTER USED ADJACENT TO DEPRESSED MIS. MR. FT.)
I- 7. SUCH PRICES AND PAYMENTS ICI COSIDERED RILL COMPENSATION FOR ALL MATERIALS, LABORS, EQUIPliR, TOOLS AND INCIDENTALS
►'/ NECESSARY TO SATISFACTORILY COMPLETE THE WORK.
re
S. DO NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE $MET.
A O. CONSTRUCT WHEELCHAIR RAIDS 40' (9'-4") OR GREATER FOR DUAL RAMPS.
Ip 10. USE CLASS "B" CONCRETE WITH A SIOEWALK FINI8H IN ORDER TO OBTAIN A RWGI NON-GQD TYPE SURFACE.
M r
Gp 11. PLACE A 14" EXPANSION JOINT WERE THE CONCRETE SIEELCIRAIR RASP JOINS THE CUB AND AS RIDERS ON 870. ONO. 848.01.
9 12. PLACE THE INSIDE PEDESTRIAN aMWLALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII,
WITH ALLOWANCE OF A 4' CLEAR ICE IN THE VEHICULAR TRAVELMAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE t7)
• 18. � THE CUM CUT LNDCROBaMiX L�FB90 Tj OFFFALL
K LINES. DIAGONAL WILU SIDES 2244 WHEELCHAIR
CHUB FLS WITHIN
C THE CROSSWALK NAMM ON EACH SIDE OF THE FLARES.
9 14. COIS'tINM'r THE PEDESTRIAN CIDSEMAA ALK A MINIMUM OF 6 FEET. A CrANN LK WIDTH OF 10 FEET OR GREATER ICI DESIRABLE.
15. USE STOP LIIEB NCMNLLY PERPENDICULAR TO THE LANE LINES WEE IT IS IMPORTANT TO INDICATE THE POINT BEHIND DUCE
VBIICLES ARE BiGUIRED TO STOP IN COMPLIANCE WITH A TRAFFfC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH
GOgE MY REWIRE THE PLACEMENT OF THE STOP LIE TO BE PARALLEL 70 THE INTERSECTING ROADWAY.
16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CVMWPAK.
17. PLACE ALL PAVEMENT YARKDM IN ACODRMM WI7H THE LATEST EDITION OF THE MANUAL MP RUIFTUM TRAFFIC CONTROL DEVICES (SUTCD)
PUBLISH® BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROL.INA SIPPLEIENT TO THE NUrCO.
HANDICAP RAMP NOTES
N.T.S.
/2" FIBER EXPANSION
JOINT WITH SEALANT
4CONCRETE WALK
FILL OR
---DRAINAGE
UNDISTURBED SOIL
NOTE:
SEE SOILS REPORT
PROVIDE CONSTRUCTION JOINTS AT 25' O.C. MAX
IN EITHER DIRECTION WITH SQUARE FOOTAGE LESS
THAN 400 S.F. AND AT CURVES, TANGENTS, AND
CORNERS (UNLESS NOTED OTHERWISE).
CONSTRUCTION JOINT
N.T.S.
PAVEMENT DETAIL
N.T.S.
2" SURFACE COURSE, SF9.5A OR 1-2
-6' CRUSHED AGGREGATE BASE COURSE
c -
4'
1/2" DIA. STEEL RODS-'
(f4 REBAR)
2.0' MINIMUM LENGTH SECTION A - A
SUBGRADE
I- CURB d: GUTTER
COMPACTED BASE COURSE
ASPHALT RAMP
nnr "roc n. n ror
TURN -DOWN SIDEWALK
N. T. S.
1 /2' R � � 6" 1.
"5
:30R 1
o
° .. 6.
e a
LEVEL
24"
t
6' '{
I SIDEWALK I
SECTION A -A
WHEELCHAIR RAMP (DROP CURB)
WHEELCHAIR RAMP
N.T.S.
R
1/2" R
C4
KD
PO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND I
4': 1'-0" SLOPE OR AS SHOWN ON PLANS)
24" CURB AND GUTTER
(REVERSE SLOPE)
CURB AND GUTTER
2.0' MIN.
N. T. S.
NERAL N
JOINT
ROADWAY PAVING
24" CURB & GUTTER
TERMINATION DETAIL
6"
18
3" R /I
7o.
O A 9 "i
°. 7
o n
o
0
24" �I
CONSTRUCTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT THAT A 15 FOOT SPACING MAY BE
USED WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED
WITHOUT THE USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE ENGINEER
TO PREVENT UNCONTROLLED CRACKING. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES
OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A
MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED. ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB
SHALL BE FILLED WITH JOINT SEALER. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND
ADJACENT TO ALL RIGID OBJECTS.
1.0'
1/2" DIA. STEEL RODS (/4 REBAR)
2.0' MINIMUM LENGTH
A
7.0'
2.5' 2.5' 3000 PSI
0.875' CONCRETE
5' CHAMFER
6'
BITUMINOU
SURFACE
ELEVATION VIEW A
NOW-S:
WHEEL STOP DETAIL ' CURBS C'OR TO FERMI RELOTO BE �CATIOON OF CURM VED OR GREASED THRu CONS
N.T.S. 2 STE PLAN
BACK CURB
U ESTOP LOCATIONS. TYPICALLY PLACED
1
i4"X4" POSTS-%
X
4'
A
F
8' CONCRETE
PAD
4' AT
30( PSI W/
/ �6X6
X
- 6/6 W.W.F.
AS SHOWN ON PLANS
AS SHOWN ON PLANS
PLAN
- 2"X6" CAP
HORIZONTAL
FOOTINGS �(TREATEDD) CX4' POSTS`WOOD SIOI G
ELEVATION
DUMPSTER PAD & ENCLOSURE DETAIL
SPHALT
AVEMENT
1
ROUNDED CONCRETE
CAP
PAINT (2) COATS YELLOW.
UNLESS NOTED OTHERWISE
8" OIA. STANDARD STEEL
PIPE (UNLESS NOTED OTHERWISE)
FILLED w/ CONCRETE
CEMENT WASH SLOPED 1'
ABOVE PAVING
JSd:[
COMPACTED EARTH
CONCRETE FOUNDATION
NOTES:
e e e
1. VERIFY LOCATION OF UNDERGROUND UTILITIES
BEFORE DRIWNG FOR CONCRETE FOUNDATION
2. WHERE 4' OR 6" PIPE BOLLARDS ARE SPECIFIED,
CONC. BASES SHALL BE V-6' DIA. BY 3'-0' DEEP
3. DIMENSION (D) OF ROUNDED CONCRETE CAP
2'-0" SHALL BE 1/4 PIPE DIAMETER
DNA 4. PAINT "BROWN' WHEN LOCATED IN PLANTER
5. PROVIDE REMOVABLE PIPE BOLLARDS AT
EQUIPMENT ACC PANELS AS REQUIRED.
N.T.S. ' EXTERIOR PIPE BOLLARD
N.T.S.
GROOVE JOINT (5' MAX. O.C.)
1/8" RADIUS I�
CONCRETE SIDEWALK DETAIL
1/8
1/8" RADIUS
3600 P.S.I. CONCRETE
SUBGRADE
GROOVE JOINT (5' MAX. O.C.)
�- 3600 P.S.I. CONCRETE
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS
CONCRETE SIDEWALK
( N.T.S.
A Z� V JOIN 1" DEEP WITH 11/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. E 1/2" EXPANSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 172 EXPANSION JOINT
WILL BE REQUIRED WHERE THE SIDEWALK ABUTSY CURB R4 GUTTER
AND ANY RIGID STRUCTURES.
IN SIDEWALKS do PLAZA AREAS EXPANSION JOINTS ARE REQUIRED
AT NO GREATER THAN 30'INTERVALS
CONCRETE SHALL BE 3600 PSI. IN 28 DAYS.
COMPACTED SUBGRADE
4.000 P.S.I. CONCRETE
N)" X 6' W2.0 X W2.0 W.W.F. REINFORCING
MIN. 2" DEPTH
8" C.A.B.C.
CONCRETE PAVEMENT DETAIL
N.T.S.
SUBGRADE
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Job No. 205041
Drawn By: JEW
Checked By: MINH
Date: 11 /30/05
Scale: N/A
Revisions:
Sheet:
8.0

VICINITY MAP
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LEGEND
DESCRIPTION EXISTING PROPOSED
1' CONTOUR INTERVAL -
5' CONTOUR INTERVAL
PROPERTY LINE — - - — - - —
ROADWAY CENTERLINE — - — - — --
RIGHT OF WAY LIMITS — ... — ... .... .... —"'—"'--"—"'—
EASEMENT LINE _ ____._.__ _ _ _ --------------------- -----_-_.
CURB & GUTTER
SANITARY SEWER FACILITIES---�--�o--`---�
STORM SEWER FACILITIES -- - -
WATERLINE_. —._.—.—
FIRE HYDRANT ASSEMBLY�—N-
WATERWAYS — _ _,. __ ._. __ .. N/A
PROPOSED
X
PROPOSED LOT AND S.F. 5,000 s.f.
OPEN SPACE LABEL Q STREET SIGN
OPEN SPACE
404 WETLANDS
BUILDING SET BACKS ------------ --------------------
PRIVATE SANITARY SET BACKS -------------------------------- FLOW DIRECTION ��►
1 "=100,
SITE DEVELOPMENT PLAN
FOR
LELAND, NORTH CAROLINA
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FEBRUARY 2013
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CN[-SToar
CHILD DAYCARE
FACILITY
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RON SAUCIER
169 VISION DRIVE
WILMINGTON, NC 28405
PREPARED BY:
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718
INDEX
SHT
SHT
SHT
SHT
SHT
SHT
C-0
C-1
C-2
C-3
C-4
C-5
COVER SHEET
GENERAL NOTES
EXISTING CONDITIONS PLAN
SITE, GRADING, DRAINAGE PLAN
STORMWATER WETLAND DETAILS
STORMWATER WETLAND DETAILS
SITE DATA TABLE
GENERAL NOTES:
1. BRUNSWICK CO. PARCEL NO.'S:
038BCO25, 0388CO26, 0386CO27, 038BCO28, 038BCO29
2. TOTAL TRACT AREA: 3.94 ACf
3. ZONING: C-2
4. LAND CLASSIFICATION: DAYCARE CENTER
5. FEMA FLOOD INFORMATION TAKEN FROM COMMUNITY PANEL #'370471 0005E.
MAP REVISED: 10/15/1993
DEVELOPMENT DATA:
LAND USE: CHILD DAYCARE
MAX. 300 CHILDREN
MAX. 23 EMPLOYEES
IMPERVIOUS SURFACES
ROOFTOP -
12,107
S.F.
PAVEMENT -
20,922
S.F.
WALKS -
3.368
S.F.
PLAY YARD AMENITIES - 5,839 S.F.
TOTAL -
42,236
S.F. (24.6%)
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE CITY OF WILMINGTON
LAND DEVELOPMENT CODE & TECHNICAL STANDARDS MANUAL.
2. PROJECT SHALL COMPLY WITH ALL CITY, STATE & FEDERAL REGULATIONS.
NOTE,
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH
THE TOWN OF LELAND LAND DEVELOPMENT CODE & THE STATE OF
PROJECT NAME: SPEC - LELA146
GSP CONSULTING PROJECT #: 2012-0018

COORDINATION NOTES
1. THE CONTRACTOR IS REOUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE
PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH TOWN OF LELAND, NEW HANOVER COUNTY, THE CAPE FEAR
PUBLIC UTILITY AUTHORITY (CFPUA) AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED
WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN
IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY
A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO
NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY
GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
1. EXISTING TOPOGRAPHY, BOUNDARY AND UTILITIES, HAVE BEEN PREPARED BY A FIELD SURVEY BY
ATLANTIC COAST SURVEY, PLLC., EXISTING INFORMATION AND BY PREVIOUSLY APPROVED PLANS
PREPARED BY WITHERS & RAVENEL, INC.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC, THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOLITION NOTES
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION.
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL.
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE
RESPECTIVE COMPANIES.
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED.
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING
TEST PITS BY HAND.
EROSION AND SEDIMENT CONTROL NOTES
GENERAL NOTES:
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
2, PLANT GRASS OVER ALL GRADED AREAS AS SHOWN IN THE TABLE ON THIS SHEET OF CEASE OF
ANY GRADING ACTIVITY.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY.
5, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY.
6. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED MINE OR
OTHER APPROVED SOURCE.
7. ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED MINE OR
OTHER APPROVED SOURCE.
Revision
li• -_
Designer
GSP
scale
Drawn By
Date
GSP
FEBRUARY 2013
License 8
lob No.
P-0718
2012-0018
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2
INCHES OF j4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO
THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP
AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED
WITH 8 FOOT STAKE SPACING.
4. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEOUATE FLOW FOR SUBSEOUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
6. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE
THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN
DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE
EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER
OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT
HOLD DOWN THE SKIMMER.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING
ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND
RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN
AND REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE
OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC
THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND
OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT.
MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS
SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
7. INSPECT EXCELSIOR MATTING AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT REPAIR IMMEDIATELY. GOOD CONTACT WITH THE GROUND MUST BE
MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE MATTING. ANY AREAS OF THE
MATTING THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE
REPAIRED AND STAPLED. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE
PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. MONITOR AND REPAIR THE
MATING AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
STABILIZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF ANY
PHASE OF ACTIVITY AND SLOPES WITHIN 21 CALENDAR DAYS.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
SPECIES
CENTIPEDE GRASS
Seeding Dates
MARCH - JUNE
RATE (LB ACRE)
10-20
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
WINTER AND EARLY SPRING
SPECIES RATE (LB/ACRE)
Rye (GRAIN) 120
*ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
'OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES
GERMAN MILLET
FALL
RYE (GRAIN)
Seeding dates
RATE (LB/ACRE)
40
RATE (LB/ACRE)
120
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
SPEC - LELAN D
Leland Brunswick
North Carolina
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
4. ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
8. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1-800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
11. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
15. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
GENERAL STORM SEWER NOTES
1, ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TOWN OF
LELAND AND THE STATE OF NORTH CAROLINA REQUIREMENTS AS SPECIFIED ON
THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS,
PROJECT SPECIFICATIONS, AND MANUFACTURER SPECIFICATIONS.
3. ALL STORM SEWER PIPES TO BE HDPE ADS N-12 OR EQUIVALENT, UNLESS OTHERWISE
SPECIFIED.
4. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED
CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
PLANS.
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER
DIKES, SWALES,
7 DAYS
NONE
DITCHES AND
SLOPES
HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 16 OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1.
14 DAYS ARE ALLOWED.
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN
50 FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HOW
FLATTER THAN 4:1
ZONES)
GENERAL NOTES
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
2, EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
UTILITY CONTACTS:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES
IN THE AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-6324949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
PREPARED FOR:
Ron Saucier
169 Vision Drive
Wilmington, NC 28405
LILTING, PLL
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
SEAL
031315
Sheet No.
C-1

WETLANDS GRADING & PLANTING NOTES:
1. ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPECTIONS, MAINTENANCE, AND EQUIPMENT.
2. ALL MAINTENANCE ACTIVITIES SHOULD BE RECORDED. NOTES SHOULD INCLUDE THE DATES AND TYPES OF WORK PERFORMED AS WELL AS WHO
PERFORMED THE WORK.
3. DEVELOPMENTAL PHASE MAINTENANCE EXTENDS THROUGH 2 TO 5 GROWING SEASONS.
4. IF A MINIMUM COVERAGE OF 70 PERCENT IS NOT ACHIEVED IN THE PLANTED WETLAND ZONES AFTER THE SECOND GROWING SEASON,
SUPPLEMENTAL PLANTING SHOULD BE ADDED TO ACHIEVE A COVERAGE OF 90 TO 95 PERCENT.
5. INFERTILE SOILS SHOULD BE AMENDED BEFORE INSTILLATION AND THEN FERTILIZED PERIODICALLY THEREAFTER.
6. ACCEPTABLE FERTILIZERS CAN BE: MINERAL, ORGANIC (MANURE), COMPOST OR GREEN CROPS.
7. SAPLINGS OF TALL TREES PLANTED IN OR NEAR THE BASIN MAY REQUIRE STAKING. CARE SHOULD BE TAKEN NOT TO DAMAGE THE ROOTS OF THE
TREES WHILE STAKING. THE STAKES SHOULD BE KEPT IN PLACE FOR 6 TO 18 MONTHS.
8. WEEDING IS OFTEN NECESSARY IN THE FIRST GROWING SEASON, PARTICULARLY IF HERBACEOUS GRASSES AREOU T-COMPE TING THE YOUNG WOODY
VEGETATION GROWTH. GRASS SHOULD BE REMOVED TO ABOUT 6" ON ALL SIDES OF THE SOIL BIOENGINEERING ELEMENT. THE NEED FOR WEEDING
MAY BE LARGELY ELIMINATED BY MINIMIZING THE AMOUNT OF SEED USED FOR TEMPORARY EROSION CONTROL.
9. SOILS SHOULD BE LOOSENED TO A DEPTH OF 6". HARD SOILS MAY REQUIRE DISKING.
10. WHENEVER POSSIBLE, TOPSOIL SHOULD BE SPREAD TO A DEPTH OF 4-10" AND LIGHTLY COMPACTED TO A MINIMUM THICKNESS OF 6".
11. THE OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID-JUNE SO THAT THE WETLAND PLANTS WILL HAVE A FULL GROWING
SEASON TO BUILD THE ROOT RESERVES NEEDED TO SURVIVE THE WINTER.
12. POST -NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERVAL BETWEEN DELIVERY OF THE PLANTS AND THEIR INSTILLATION
BECAUSE THEY ARE PRONE TO DESICCATION. THE STOCK SHOULD BE FREQUENTLY WATERED, FERTILIZED AND SHADED.
13. A WET HYDROSEED MIX OR OTHER METHOD SHOULD BE USED TO ESTABLISH VEGETATIVE COVER IN THE WETLAND WITHIN 14 DAYS OF
CONSTRUCTION. FOR RAPID GERMINATION, SCARIFY THE SOIL TO A HALF -INCH PRIOR TO HYDROSEEDING.
14. IF THE WETLAND WAS USED DURING CONSTRUCTION AS A SEDIMENT BASIN OR TRAP, THE BASIN MUST BE CLEANED OUT, GRADED, AND VEGETATED
WITHIN 14 DAYS OF THE COMPLETION OF THE CONSTRUCTION, PROVIDED THAT THE DRAINAGE AREA HAS BEEN COMPLETELY STABILIZED.
15. BECAUSE MOST STORMWATER WETLANDS ARE EXCAVATED TO DEEP SUB -SOILS, THEY OFTEN LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED
TO SUPPORT VIGOROUS GROWTH OF PLANTS. AT THESE SITES, 12" OF TOPSOIL OR WETLAND MULCH SHOULD BE ADDED TO ALL DEPTH ZONES IN
THE WETLAND FROM 1 FOOT BELOW THE NORMAL POOL TO 6" ABOVE. WETLAND MULCH IS DEFINED AS A TECHNIQUE FOR ESTABLISHING MARSH
AREAS BY SPREADING THE TOP 12" OF WETLAND SOIL FROM A DONOR WETLAND OVER THE SURFACE OF A CONSTRUCTED STORMWATER WETLAND
AS A MULCH. THE MULCH IS BEST COLLECTED AT THE END OF THE GROWING SEASON. DONOR MATERIAL ORIGINATING FROM A NATURAL WETLAND
MUST COME FROM ONE THAT HAS BEEN INCLUDED IN THE APPROVED IMPACTS AUTHORIZED BY THE 401 WATER QUALITY CERTIFICATION ISSUED BY
THE NC DIVISION OF WATER QUALITY. REMAINING WETLANDS ONSITE (OR OFFSITE) MUST NOT BE UTILIZED OR THE PURPOSE OF AMENDING THE
SOILS OF YOUR STORMWATER WETLANDS.
16. THE WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS PRIOR TO THE PLANTING DATE TO PRESERVE SOIL MOISTURE AND
WORKABILITY.
EjZONE 1: DEEP POOLS (/1 / FOREBAY- 652 L.F.+/- / #2 / NON-FOREBAY - 773 L.F.+/-)
DEEP POOLS
MIN. PLANTS @ 1 PLANT PER 4 SF (24" O.C.) =193 PLANTS
PLANT TYPE
I QTY
KEY
BOTANICAL NAME I
COMMON NAME
I ROOT
I CALIPER
I HEIGHT
I NOTES
193
Nuphar lutea
Spatterdock
Lg. Plug
2' O.C. around top
AQUATIC
fringe of deep pools
El
ZONE 2: SHALLOW WATER / "LOW MARSH" (2,165 SF+/-)
SHALLOW WATER COMMUNITY (NORMAL POOL TO 4" BELOW) = 2,165 S.F.
MIN. PLANTS @ 1 PLANT PER 4 SF (24" O.C.) =541 PLANTS
PLANT TYPE
QTY
I KEY
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
108
Iris versicolor
Blue Flag Iris
CONT.
4" Pot
24" O.C.
108
)uncus effusus
Soft Rush
CONT.
4" Pot
24" O.C.
EMERGENT
109
Pontedaria cordata*
Pickerelweed
CONT.
4" Pot
24" O.C.
108
Saururus cernuus
Lizard's tail
CONT.
4" Pot
24" O.C.
108
Schoenoplectus tabernaemontani*
Softstem Bulrush
CONT.
4" Pot
24" O.C.
ElZONE 3: SHALLOW LAND / "HIGH MARSH' (1,565 SF+/-)
SHALLOW LAND COMMUNITY (NORMAL POOL TO HIGH WATER) = 1,565 S.F.
MIN. PLANTS @ 1 HERBACIOUS 14 S.F. OR 1 SHRUB / 24 S.F. OR 1 TREE / 200 SF AND 1 HERBACIOUS / 5 S.F.
PLANT TYPE
QTY
KEY
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
29
Crinum americanum
Swamp Lily, Bog Lily, String Lily
CONT.
4" Pot
36" O.C.
HERBACEOUS
30
Hibiscus coccineus
Scarlet Rose Mallow
CONT.
4" Pot
36" O.C.
30
Lobelia cardinalis
Cardinal Flower
CONT.
4" Pot
36" O.C.
10
CA
Clethra alnifolia
Summersweet, Sweet Pepperbush
CONT.
1 Gal.
18"-24"
5' O.C.
SHRUBS
5
IG
Ilex glabra
Inkberry Holly
CONT.
1 Gal.
18"-24"
1 5' O.C.
13
IV
Itea virginica
Virginia Sweetspire
CONT.
1 Gal.
18"-24"
5' O.C.
9
VN
Viburnum nudum
Possum Haw
CONT.
1 Gal.
18"-24"
5' O.C.
2
CC
Carpinus carol iniana
American Hornbeam
B&B
1 112" Cal.
6-8'
Min. 18' O.C.
TREES
2
DV
I
Diospyros virginiana
American Persimmon
B&B
1 1/2" Cal.
6-8'
Min. 18' O.C.
1
FA
Franklinia alatamaha
Franklin tree, Franklinia
B&B
1 1/2" Cal.
6-8'
Min. 18' O.C.
RevisionI� I�
C C�
Designer
GSP
Scale
1" - 10'
Drawn By
Date
GSP
FEBRUARY 2013
License #
lob No.
P-0718
2012-0018
Leland
SPEC - LE
Brunswick (
LAND
IN
JN
4
rrl+wlr�M�wrMM
LAWN
10
SHOVEL EDGE - CONTRACTOR TO PROVIDE
O
EARTHEN SAUCER
SMOOTH CONTINUOUS EDGE AS SHOWN ON PLANS. DIG
80
EXCAVATE PIT TO 2 TIMES THE WIDTH OF
EDGE WITH COMMON SPADE OR STRAIGHT BLADE SHOVEL.
ROOTBALL. SCARIFY SIDES OF PIT SO THAT
SIDES ARE NOT SMOOTH/GLAZED.
SHRUB PLANTING
O2
g0
BACKFILL WITH SOIL PER SPECIFICATIONS
PLANTING
OGROUNDCOVER
3
10
LARGER B&B MATERIAL:
4
0
3" MULCH LAYER (TRIPLE SHREDDED HARDWOOD
-REMOVE TOP 1/2 OF WIRE ROOT BALL BASKET OR
ROOTBALL STRAPS. REMOVE ALL SYNTHETIC STRAP
5
6" DEPTH TILLED/AMENDED SOIL
MATERIAL FROM ENTIRE ROOT BALL.
REMOVE TOP 3/4 OF BURLAP ROOT BALL COVERING.
O
ROOT BALL:
-IN SANDY/WELL DRAINED SOIL: SET TOP SURFACE
REMOVE ALL SYNTHETIC COVERING.
ELEVATION OF ROOTBALL FLUSH WITH FINAL EXISTING
11
CONTAINER GROWN MATERIAL:
GRADE.
REMOVE ENTIRE CONTAINER FROM AROUND PLANT
-IN HEAVY CLAY/POORLY DRAINED SOIL: SET TOP
PRIOR
SURFACE OF ROOTBALL 1/4-1/3 ABOVE FINAL EXISTING
TO PLANTING.
GRADE.
12
PLACE ROOTBALL ON SOLID SUBGRADE, NOT
LOOSE BACKFILL MATERIAL
NOTES:
13
UNDISTURBED SUBGRADE
USE WEED BARRIER FABRIC IN ALL MULCHED AREAS NOT PLANTED WITH
SPREADING GROUNDCOVER
TYPICAL LANDSCAPE BED PLANTING
DETAIL (SHRUBS & GROUNDCOVER)
NOT TO SCALE
0
SPACING
AS NOTED
0 0
0
0 0
SPACING
AS NOTED
IdM1kl
U
FOR TYPE OF MULCH )
T IF SHRUB IS B B, THEN
12• REMOVE BURLAP de ROPE
2. wt. o FROM TOP 1/3 OF BALL
BACKFILL MIX
UNDISTURBED SUBSOIL
TYPICAL SHRUB PLANTING ON SLOPE
NOT TO SCALE
ENTERING SLOPE 3 TO 1 MAX FOR SLOPE
STABILIZATION AND PLANT MATERIAL.
AQUATIC PLANT MATERIAL (TYP.).
SEE PLANTING PLAN.
SEE PLANT UST FOR MAX PLANTING DEPTH
POND NORMAL WATER LEVEL.
POND SIDE SLOPES 3 TO 1 MAX.
PLANT ALL AQUATIC MATERIAL IN
TOPSOIL SEE NOTES FOR DEPTH OF TOPSOIL.
EXISTING UNDISTURBED SUBGRADE.
TYPICAL PERENNIAL PLANTING
NOT TO SCALE
i
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CENTIPEDE -GRASS BUFFER W W W y
North Carolina
-
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STORMWATER WETLAND DETAILS
PREPARED FOR:
Ron Saucier
169 Vision Drive
Wilmington, NC 28405
12" HDPE
V4� IV,
- lid GRAPHIC SCALE
10 0 s
1 inch = 10 ft.
r 4WAW ■ r r/ ■ . r r/ � ■ ■ ■ . r' ■ r
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
4LEV=13.0
V� 12.0
)L _
Sheet No.
C-4

SHALLOW
BOTTOMrRFACE
AREA
STORAGE VOL.
STORAGE VO-
SHWT
NOON
RMALPOOL
R
P
DEEP_
PROVIDEDF)
RE
PR�5N,,EO
ELE(FT)
ELEVATION
BOTTOM TOM ELEVOW
POOL ELEV
TOM ELE
(SF)
SLED
12.0
11.5
1 13.0
10.5
1 1,755
1 3,730
4,318
4.443
11.50
Revision
®�_
POND CROSS—SECTION
N.T.S.
Designer
GSP
Scale
1" . t0'
Drawn By
Date
GSP
FEBRUARY 2013
License 0
Job No.
P-0718
2012-0018
NNJ
J
13.0
2'x2' REINFORCED CONCRETE BOX
OR BRICK BOX
FLOOD POOL EL. =13.0
1.25" SCH. 40 PVC
2 FT
GALVANIZED BAR GRATING 1' x 1I8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1l4" x 1 1l4" x 1l4'
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE - 4" MAX TRASH RACK OPENING
RIM ELEV = 13.0
INV. EL. = 12.0
12"CULVERT
/ � 6" EXTENDED BASE
OUTLET STRUCTURE DETAIL
NOTES: N. T. S.
1. SEASON HIGH WATER TABLE WAS TAKEN AT A GROUND ELEVATION OF 12.67 AND
ESTIMATED TO BE 14 INCHES FOR AN ELEVATION OF 11.50, WHICH IS WITHIN 6" OF THE
THE PERMANENT POOL ELEVATION OF 12.0.
2. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER
SYSTEM AND DISCHARGED TO THE STORMWATER WETLAND.
3. SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT.
4. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX.
SEAL
031315
`INEE` .••'
"C.Nvy S.
0 3
GRAPHIC SCALE
10 0 5 10 20
1 inch = 10 N.
SPEC- LELAND PREPARED
°R GSP CONSULTING,PLLC
Sheet No.
STORMWATER WETLAN D DETAILS 169 Vision Drive E N G I N E E R I N G C-5
Wilmington, NC 28405 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: 910-79%659
Leland Brunswick Count North Carolina